Startseite Enhanced performance and robustness in anti-lock brake systems using barrier function-based integral sliding mode control
Artikel Open Access

Enhanced performance and robustness in anti-lock brake systems using barrier function-based integral sliding mode control

  • Mohsin N. Hamzah EMAIL logo , Mujtaba A. Flayyih , Taha A. Al-Gadery , Yasir K. Al-Nadawi und Shibly A. Al-Samarraie
Veröffentlicht/Copyright: 15. November 2024
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Abstract

In anti-lock brake systems (ABS), the primary goal of the controller is to maximize vehicle deceleration by maintaining the slip ratio at an optimal level. This work presents a fresh approach that enhances ABS performance by integrating a sliding mode controller with a barrier function. This method combines integral sliding mode control with adaptive laws informed by barrier functions, effectively managing external disturbances and uncertainties in inertia. A significant benefit of this approach is that it does not require prior knowledge of the upper limits of these uncertainties and disturbances, thanks to the barrier function-based sliding mode control. The system state is initially aligned with the switching manifold, ensuring robust compensation for any uncertainties and disturbances right from the start of braking. During the sliding mode phase, dynamic properties are finely tuned to ensure that the system’s performance remains consistent. The effectiveness and reliability of the proposed controller have been demonstrated through numerical simulations conducted in MATLAB/Simulink, proving its capability across a range of road conditions.

1 Introduction

The anti-lock braking system (ABS) optimizes tire–road friction to enhance driving safety by balancing both longitudinal and lateral forces [1]. As a result, it improves vehicle control, particularly in adverse conditions, significantly enhancing overall safety. ABS aims to maximize deceleration while preserving vehicle stability and steering control. The effectiveness of the braking system’s parameters is crucial in designing active braking control systems. Conventional ABS systems, which rely on hydraulic actuators, typically use rule-based control methods. These systems are designed to rapidly prevent wheel lock-up, as a result reducing stopping distances during braking, preventing skidding, and improving vehicle ride control.

The research in this field has looked at different vehicle dynamics models that can simulate braking scenarios, which are important for designing and testing ABS systems. Baslamisli et al. [2] concentrated on the quarter-car model and Harifi et al. [3] investigated the half-car model. These studies immensely helped us to understand how vehicles behave when they are breaking thus more advanced control algorithms have been built on them. There are many complications that make them difficult to handle. The presence of obscure, noisy sensor signals also makes things worse. Besides, the nature of vehicle dynamics is not linear and hence not easy to control without any problems let alone near an unstable equilibrium point for optimum controller performance. This is further aggravated by the fact that model parameters like road conditions, vehicle mass, and center of gravity vary. Nonetheless, this can be viewed as an indication that strong and adaptive control strategies are needed to ensure dependable functioning of the system [4,5]. Researchers have thoroughly explored different control strategies, especially the sliding mode control (SMC), to manage such challenges effectively. SMC is distinguished for its robustness in dealing with system uncertainties and external disturbances. Research conducted by Emanuel et al. [6], Moussa and Bakhti [7], Flayyih et al. [8,9], and Wang et al. [10] has effectively validated SMC’s capacity to regulate ABS systems in various settings and hence enhance the stability of the vehicle.

Combining the SMC with other control systems is becoming more popular as a way to boost its effectiveness and reduce its need on exact vehicle models. Lin and Hsu [11] developed a fuzzy controller in collaboration with SMC to reduce the dependency on accurate vehicle modeling. This solution takes use of SMC’s resilience to control interruptions and fuzzy logic’s flexibility to cope with ambiguity. Wang et al. [12] proposed a robust fuzzy logic controller with self-tuning dead-zone settings for ABS applications. Their major objective was to maintain the optimal wheel slip ratio of 0.2, which would provide consistent and dependable performance even in the face of unanticipated events.

While conventional SMC offers benefits, there are some disadvantages as well, especially in the reaching stage. SMC is only fully robust during the sliding motion itself, which means that it is only guaranteed to be robust against external disturbances and fluctuations in system parameters once the system state reaches the sliding manifold [13]. To address this limitation, the Integral SMC (ISMC) was developed, which eliminates the reaching phase. ISMC ensures robustness from the start by putting the system directly onto the sliding manifold. With this strategy, the system may manage uncertainties and disturbances as effectively as if it were operating under well-defined conditions [14]. Furthermore, ISMC may operate as a perturbation estimator, which reduces the chattering problem that traditional SMC is commonly associated with [13].

Recent study has looked more closely at the advantages of ISMC for ABS systems. For example, on a variety of roads, Abdullah et al.’s [15] ISMC-based ABS controller significantly improved vehicle stability and reduced stopping distances. Their findings demonstrated how ISMC can efficiently deal with external disturbances and model uncertainty while maintaining smooth control. In a different investigation, Li et al. [16] used ISMC with adaptive sliding mode control to improve ABS performance while regulating irregular road friction coefficients. They noticed that the vehicle’s stability and braking efficiency had greatly increased.

Another interesting option is to combine intelligent control approaches with ISMC. For example, Zhou et al. [17] used neural networks with ISMC to develop a self-learning controller for the ABS. This controller allows for real-time adaptability to fluctuating road conditions and vehicle dynamics. This approach combines the flexibility of neural networks with the resilience of ISMC to create a controller that can handle a broad range of conditions while staying robust in the face of disruption.

In addition to these advancements, scientists have been striving to overcome the chattering problem that is characteristic of SMC. To reduce chattering while maintaining robustness, Ahmad et al. [18] developed a boundary layer approach for the ISMC design. Their solution significantly reduces the control procedure while retaining the performance benefits that SMC offers.

ABS control continues to be challenged to new boundaries by ongoing research in advanced SMC technologies such as ISMC and its derivatives. These developments increase vehicle performance and safety while also contributing significantly to the development of strong control systems. They provide essential tools and insights for tackling complex control challenges in a variety of automotive and aerospace applications.

The main goal of the current work is to create an active braking system that maximizes braking force and achieves ideal values by utilizing integral sliding mode control. We consider the uncertainties in system parameters and the disturbances encountered during braking under different load conditions. Two separate brake torques are designed for analysis using a half-vehicle model.

2 Friction model and vehicle dynamic

This section presents the derivation of the dynamical model, focusing specifically on the longitudinal wheel slips – defined as the difference between wheel speed and vehicle speed – for both the front wheel ( λ f ) and the rear wheel ( λ r ). For reference, consider the half-vehicle model illustrated in Figure 1, with the associated nomenclature detailed in Table 1. Only the vertical force, F z , and the traction or braking force F x are considered, the braking force can be expressed as: F x = f ( F z , α t , λ ) , where α t is the tire sideslip angle and λ is the wheel slip in the longitudinal direction as shown in Figure 2.

Figure 1 
               The vehicle free body diagram.
Figure 1

The vehicle free body diagram.

Table 1

Nomenclature

C G center of gravity of the vehicle
d f horizontal distance from the center of the front wheel to CG m
F x f front longitudinal wheel–road braking force N
F x r rear longitudinal wheel–road braking force N
F z f front vertical wheel–road contact force N
F z r rear vertical wheel–road contact force N
F z , F x vertical and braking forces, F z = F z r + F z f , and F x = F x r + F x f N
h vertical distance from the road surface to CG M
o origin of the coordinate system x,y,z
T f , T r braking torques N m
v longitudinal velocity of CG m / s
ω f , ω r wheels’ angular velocity
Figure 2 
               Wheel sideslip and longitudinal slip.
Figure 2

Wheel sideslip and longitudinal slip.

Physically, λ [ 0,1 ] , more specifically, λ = 0 represents pure rolling, while λ = 1 represents a locked wheel. And longitudinal wheel slips for the front wheel ( λ f ) and the rear wheel ( λ r ) can be expressed as

(1) λ f = ( v r ω f ) / v λ r = ( v r ω r ) / v .

Along the longitudinal axis, the tire–road force is represented as

(2) F x = F z × μ ( λ ) ,

where r is the effective radious and μ ( λ ) is the friction coefficient and can be accurately described by the Burckhardt model [19,20]. The Burckhardt model is widely valued for its accuracy in modeling the complex, nonlinear relationship between the friction coefficient and slip ratio, which is crucial for vehicle dynamics simulations and the development of advanced braking systems. Its ability to realistically represent these interactions makes it an essential tool in designing and testing vehicle safety features and performance enhancements, solidifying its importance in automotive engineering. Using this model as a foundation, the longitudinal friction coefficient takes the following shape:

(3) μ ( λ ; ϑ ) = ϑ 1 ( 1 e λ ϑ 2 ) λ ϑ 3 .

Taking into consideration that the vector ϑ = [ ϑ 1 , ϑ 2 , ϑ 3 ] only has three elements. Numerous different tire–road friction conditions can be modeled by altering the values of these three parameters. The parameter values of ϑ for various road conditions are shown in Table 2.

Table 2

Friction model parameters [1]

Road condition ϑ 1 ϑ 2 ϑ 3
Dry Asphalt 1.2801 23.990 0.52
Concrete 1.1973 25.168 0.5373
Cobblestone 1.371 6.456 0.669
Wet Asphalt 0.857 33.822 0.347
Cobblestone 0.4004 33.708 0.1204
Other Snow 0.194 94.129 0.064
Ice 0.050 306.39 0

Half-vehicle brake model is the dynamic model utilized in the current work (Figure 1). The analysis does not take into account the yaw and rolling rotations, considering only the bounce and pitching motions of the car shown in Figure 1. This vehicle’s equations of motion could be expressed as

(4) r F xf T f = J f ω ̇ f r F xr T r = J r ω ̇ r ,

where the subscripts f and r refer to front and rear, respectively. J f and J r are the wheels’ polar moments of inertia.

The equations of motions for the whole vehicle are

(5) F zf + F zr = mg F zr d r F zf d f = m v ̇ h m v ̇ = ( F xf + F xr ) ,

where m is the mass of the vehicle.

By differentiating Equation (1) with respect to time and using Equation (5)

(6) λ ̇ f = r vJ f ( H f v ̇ R f + T f ) = F f + G f T f λ ̇ r = r vJ r ( H r v ̇ R r + T r ) = F r + G r T r ,

where

H f = J f r ( 1 λ f ) + mhr ( d f + d r ) μ ( λ f ) ,

R f = mgr d f ( d f + d r ) ,

H r = J r r ( 1 λ r ) + mhr ( d f + d r ) μ ( λ r ) ,

R r = mgr d f ( d f + d r ) ,

F f = r vJ f ( H f v ̇ R f ) ,

F r = r vJ r ( H r v ̇ R r ) ,

G f = r vJ f > 0 and G r = r vJ r > 0 .

Equation (6) may also be rewritten in terms of the nominal parameter’s value and their variation as follows:

(7) λ ̇ f = F fn + F f + ( G fn + G f ) T f λ ̇ r = F rn + F r + ( G rn + G r ) T r ,

where where ΔFf , ΔFr , ΔGf , and ΔGr denote the respective changes in Ff , Fr , Gf , and Gr resulting from variations in the system parameters.

3 Braking control design

The design of an ISMC for the braking systems employing the barrier function is the focus of this section. First, the control input torques are selected as follows:

(8) T = [ T f T r ] T T f = u 1 n + u 1 s T r = u 2 n + u 2 s ,

where u 1 n and u 2 n are the nominal control which is designed to force the nominal system toward asymptotic stability [10], while u 1 s and u 2 s are the barrier function-based integral sliding mode control (BISMC) control components used to reject the uncertainty terms in the braking system model. Substituting Equation (8) in Equation (7) yields

(9) λ ̇ f = F fn + G fn u 1 n + F f + G f u 1 n + ( G fn + G f ) ( u 1 s ) λ ̇ r = F rn + G rn u 2 n + F r + G r u 2 n + ( G rn + G r ) ( u 2 s ) ,

Equation (9) may be stated in both nominal and perturbation form as:

(10) λ ̇ f = F n + G fn u 1 n + G fn u 1 s + δ 1 ( λ , t ) λ ̇ r = F rn + G rn u 2 n + G rn u 2 s + δ 2 ( λ , t ) ,

where u s = u 1 s u 2 s is the control input vector while δ 1 ( λ , t ) = F f + G f u 1 n + G f u 1 s and δ 2 ( λ , t ) = F r + G r u 2 n + G r u 2 s are the perturbation terms .

(11) λ ̇ f = F fn + G fn u 1 n λ ̇ r = F rn + G rn u 2 n .

Let e 1 = λ f λ fd , e 2 = λ r λ rd ,where λ fd and λ rd are the desired slip ratio for the front and rear tire, respectively. Then, the nominal error dynamic can be written as

(12) e ̇ = F rf + λ rf ̇ F rn + λ rd ̇ + G fn 0 0 G rn u n ,

where e ̇ = e 1 ̇ e 2 ̇ , G n = G fn 0 0 G rn , u n = u 1 n u 2 n , and F en = F fn + λ rf ̇ F rn + λ rd ̇ .

For the nominal system in Equation (12), the following nominal control is sufficient:

(13) u n = G n 1 ( F en + Γ e ) ,

where Γ = c 1 0 0 c 2 , c 1 > 0 and c 2 > 0 .

Now, to eliminate the effects of the perturbation and reduce the system in Equation (9) to the nominal in Equation (10), the sliding variables are defined as

(14) s = λ + z ,

where s = s 1 s 2 T , λ = λ f λ r T , and z = z 1 z 2 T . Let the candidate non-smooth Lyapunov function be

(15) V = | s 1 | + | s 2 | .

And its derivative, V ̇ , s 0 , is expressed as [21]

(16) V ̇ = sgn ( s 1 ) sgn ( s 2 ) s ̇ 1 s ̇ 2 = sgn ( s 1 ) sgn ( s 2 ) ( λ ̇ + z ̇ ) ,

where sgn ( ) is the signum function. By substituting Equation (10) in Equation (16), we obtain

(17) V ̇ = sgn ( s 1 ) sgn ( s 2 ) F fn + G fn u 1 n + z ̇ 1 F rn + G rn u 2 n + z ̇ 2 + G fn u 1 s + δ 1 ( λ , t ) G fn u 2 s + δ 2 ( λ , t ) .

Now, imposing the following constraint to z ̇

(18) z ̇ 1 = F fn G fn T fn z ̇ 2 = F rn G rn T rn .

Then, V ̇ Equation (17) becomes

(19) V ̇ = sgn ( s 1 ) sgn ( s 2 ) G fn u 1 s + δ 1 ( λ , t ) G rn u 2 s + δ 2 ( λ , t ) .

Accordingly, the task of the discontinuous control components u 1 s , u 2 s is to make V ̇ negative definite. This task was accomplished in the study by Al-Samarraie et al. [1] via a discontinuous control given by

(20) u 1 s = μ f sgn ( s 1 ) u 2 s = μ r sgn ( s 2 ) ,

where μ f and μ r are the positive control gains and should be chosen such that

(21) μ f > δ 1 ( λ , t ) G fn μ r > δ 1 ( λ , t ) G rn .

As a result, the error dynamic from the first instant, becomes

(22) e ̇ = Γ e ,

with system characteristics determined according to the matrix Γ , which is freely selected.

However, estimating the perturbation term’s bounds can be time-consuming and frequently results in conservativeness problem. In this study, the BISMC [13] was suggested for the ABS to avoid this issue. The goal is to modify the control gains using a barrier function, which does away with the need to calculate the perturbation terms’ upper and lower bounds and guarantees that the sliding variables (s 1, s 2) stay within a constrained, predefined set of invariants [13]. First, a Barrier function is defined [13].

Definition 1: The Barrier function can be defined as an even continuous function

f : x [ ε , ε ] f ( x ) [ b , ] strictly increasing on [ 0 , ε ] ,

log | x | ε f ( x ) = + ,

f ( x ) has a minimum at zero and f ( 0 ) = b 0 .

For a fixed ε > 0 .

Now, let f b 1 ( s 1 ) and f b 2 ( s 2 ) be two positive semidefinite barrier functions defined as

(23) f b 1 ( s 1 ) = | s 1 | ε 1 | s 1 | ,

(24) f b 2 ( s 2 ) = | s 2 | ε 2 | s 2 | .

And by choosing the control gains as follows:

(25) μ f ( s 1 ) = f b 1 ( s 1 ) ,

(26) μ r ( s 2 ) = f b 2 ( s 2 ) ,

the sliding variables ( s 1 , s 2 ) will remain in the invariant set [21]

= { s 1 | | s 1 | < ε 1 ; s 2 | | s 2 | < ε 2 } .

Then,

(27) u 1 s = | s 1 | ε 1 | s 1 | sgn ( s 1 ) = s 1 ε 1 | s 1 | u 2 s = | s 2 | ε 2 | s 2 | sgn ( s 2 ) = s 2 ε 2 | s 2 | .

And the final control algorithm

(28) T = G n 1 ( F en + Γ e ) [ s 1 ε 1 | s 1 | s 2 ε 2 | s 2 | ] T z ̇ 1 = F fn G fn T fn z ̇ 2 = F rn G rn T rn .

In addition, for the states to start at the switching manifold, i.e., the initial values of the switching functions are chosen to be equal to zero. Therefore, for s ( 0 ) = 0 , we have z ( 0 ) = λ ( 0 ) or z 1 z 2 t = 0 = λ f λ r t = 0 .

4 Simulation results

This section examines the effectiveness of the suggested strategy using several numerical simulations in MATLAB Ver. 7.9. Different scenarios for various road conditions were simulated for a car model with the nominal specifications listed in Table 3.

Table 3

Nominal vehicle parameters [1,22]

m (kg) h (mm) d f (m) d r (m) r (mm) J f (kg m2) J r (kg m2)
915 585 1.12 1.24 310 1.2 1.7

The Burckhardt model described in Equation (3) may be used to find the ideal slip ratio for different types of road conditions

λ opt . = 1 ϑ 2 ln ϑ 1 ϑ 2 ϑ 3 ,

where d d λ μ ( λ ) = 0 .

The ideal slip ratio is identified and tabulated in Table 4 for various road conditions (Table 2).

Table 4

Optimal slip ratio for different road conditions

Road condition Dry asphalt Wet asphalt Cobblestone Snow
λ o p t . 0.17 0.13 0.4 0.06

Additionally, the simulation is run with a starting vehicle speed of 100 km/h, and the controller’s goal is to reduce this speed until it reaches the desired value of 5 km/h. Figures 36 show the simulation results for different road conditions, for the control design parameters chosen as c 1 = c 2 = 70 , ε 1 = ε 2 = 0.001 . from these results, it can be seen that, for all cases, the control torques are smooth and free of chattering since BISMC is a smooth continuous controller, unlike the classical discontinuous sliding mode controllers. For dry asphalt, it can be observed, from Figure 3(c), that the slip ratio reaches the optimal value (0.17) within less than 0.07 s and remains at this value thereafter due to the robustness of the proposed approach. In addition, the longitudinal speed will decay smoothly to reach the desired final speed of 5 km/h in less than 2.3 s, as shown in Figure 3(d).

Figure 3 
               Simulation results for dry asphalt: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.
Figure 3

Simulation results for dry asphalt: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.

Figure 4 
               Simulation results for wet asphalt: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.
Figure 4

Simulation results for wet asphalt: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.

Figure 5 
               Simulation results for cobblestone: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.
Figure 5

Simulation results for cobblestone: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.

Figure 6 
               Simulation results for snow: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.
Figure 6

Simulation results for snow: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, and (d) longitudinal vehicle speed.

For wet asphalt, the optimal slip ratio of 0.13 was reached within less than 0.07 s as shown in Figure 4, and the longitudinal speed reached 5 km/h within 3.4 s. Similarly for cobblestone and snow, Figures 5 and 6, the optimal slip ratios were reached within less than 0.07 s in both cases, while the longitudinal vehicle speed reached the desired final value in 2.7 s for cobblestone and 14 s for snow road.

For comparison purposes, the simulation results obtained using BISMC were compared with those obtained with classic integral sliding mode control [1] using the same nominal control. The results are shown in Figure 7, from which it can be seen that both approaches achieved the desired objective of decelerating the vehicle from a speed of 100 to 5 km/h while maintaining an optimal slip ratio. In both cases, the optimal slip ratio was reached relatively fast, within less than 0.07 s. However, with BISMC, the absolute error (ultimate bounds on the sliding surfaces and hence on the slip ratio) never exceeds ε = 0.001 .

Figure 7 
               Comparison results between BISMC and CISMC for dry asphalt: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, (d) longitudinal vehicle speed, (e) sliding surface S
                  1, and (f) sliding surface S
                  2.
Figure 7

Comparison results between BISMC and CISMC for dry asphalt: (a) Front control braking torques, (b) rear control braking torques, (c) longitudinal wheel slip ratio, (d) longitudinal vehicle speed, (e) sliding surface S 1, and (f) sliding surface S 2.

Furthermore, the accuracy ( ε ) is a free parameter and can be chosen arbitrarly small with BISMC while in the CISMC with approximation [1,23], the error was around 0.004, and increasing the accuracy further by using sharper approximation could lead to chattering problems.

5 Conclusion

In this work, a robust continuous controller based on integral sliding mode and barrier function was proposed for an ABS taking into account uncertainty in the system model. The suggested controller forces the braking system to behave as an idealized nominal system from the beginning, unaffected by the uncertainty in the system model. It can be inferred from Equation (22) that the braking system behaves as a nominal system from the first instant, with the dynamic properties of the braking system being freely chosen by creating the ideal control law, Equation (13). The stability of the proposed approach was demonstrated via a rigorous stability analysis.

For various road types/conditions, the simulations were performed using MATLAB Ver. 7.9. The results showed that, in all scenarios, the optimal slip ratio was achieved within less than 0.07 s while the time needed for the longitudinal speed to decelerate to the desired final value varied from 2.3 s for dry asphalt to 14 s for roads with snow conditions. The effectiveness of the proposed controller was clear when compared with its CISMC counterpart, achieving a reduction in error from 0.004 to 0.001 and adding the property of freely controlling the accuracy rate as a design parameter. This shows that the chosen dynamic characteristics are actively taken into account by the designed control action to achieve the desired (optimal) slip ratio within 0.02 s. To slow down the vehicle to the desired speed within a specific timeframe, as directed by the controller’s goal, the optimal slip ratio fine-tunes the braking forces.

  1. Funding information: Authors state no funding involved.

  2. Author contributions: All authors have accepted responsibility for the entire content of this manuscript and consented to its submission to the journal, reviewed all the results, and approved the final version of the manuscript. TAA-G, MAF, and YKA-N designed the controller and performed the simulation. MNH and SAA-S prepared the manuscript with contributions from all co-authors.

  3. Conflict of interest: Authors state no conflict of interest.

  4. Data availability statement: This published article contains all the data collected or analyzed during the course of this research.

References

[1] Al-Samarraie SA, Hamzah MN, Al-Nadawi YK. Vehicle ABS control system design via integral sliding mode. Int J Autom Control. 2016;10(4):356–74. 10.1504/IJAAC.2016.079539.Suche in Google Scholar

[2] Baslamisli A, Yildiz Y, Turkay S. A quarter-car model for ABS simulation and controller design. Int J Automot Technol. 2018;19(6):985–96.Suche in Google Scholar

[3] Harifi A, Aghagolzadeh A, Alizadeh G, Sadeghi M. Designing a sliding mode controller for slip control of antilock brake systems. Transp Res Part C Emerg Technol. Dec. 2008;16(6):731–41. 10.1016/J.TRC.2008.02.003.Suche in Google Scholar

[4] Rajendran S, Spurgeon SK, Tsampardoukas G, Hampson R. Estimation of road frictional force and wheel slip for effective antilock braking system (ABS) control. Int J Robust Nonlinear Control. 2019;29(3):736–65. 10.1002/rnc.4366.Suche in Google Scholar

[5] Hamzah MN, Al-Samarraie SA, Al-Nadawi YK. Design of nonlinear robust proportional controller for active braking system design of nonlinear robust proportional controller for active braking system. Iraqi J Mech Mater Eng. 2013;13(3):521–32.Suche in Google Scholar

[6] Emanuel X, Choi D, Kim S. Sliding mode control in automotive applications: A focus on ABS. J Control Autom Eng. 2021;9(2):55–62.Suche in Google Scholar

[7] Moussa HB, Bakhti M. Robustness analysis for adaptive model predictive and sliding mode controllers regulating longitudinal tire slip ratio. IFAC. 2022;55(12):586–91. 10.1016/j.ifacol.2022.07.375 Suche in Google Scholar

[8] Flayyih MA, Hamzah MN, Hassan JM. Integral sliding mode control design for a quarter-car active suspension system. IOP Conference Series: Materials Science and Engineering. Vol. 1094; 2021.10.1088/1757-899X/1094/1/012012Suche in Google Scholar

[9] Flayyih MA, Hamzah MN, Hassan JM. Nonstandard backstepping based integral sliding mode control of hydraulically actuated active suspension system. Int J Automot Technol. 2023;24(6):1665–73.10.1007/s12239-023-0134-2Suche in Google Scholar

[10] Wang W, Hsu K, Lee T, Chen G. Robust sliding mode-like fuzzy logic control for anti-lock braking systems with uncertainties and disturbances. 2nd International Conference on Machine Learning and Cybernetics. Xi’an: 2–5 Nov 2003.Suche in Google Scholar

[11] Lin CM, Hsu CF. Self-learning fuzzy sliding-mode control for antilock braking systems. IEEE Trans Control Syst Technol. 2003;11(2):273–8.10.1109/TCST.2003.809246Suche in Google Scholar

[12] Wang Y, Li X, Zhang J. A robust fuzzy logic controller for ABS with self-tuning dead-zone parameters. J Adv Automot Technol. 2021;35(2):123–31.Suche in Google Scholar

[13] Utkin VI, Guldner J, Shi J. Sliding mode control in electro-mechanical systems. Boca Raton: CRC Press; 2009.Suche in Google Scholar

[14] Chereji E, Radac M-B, Szedlak-Stinean A-I. Sliding mode control algorithms for anti-lock braking systems with performance comparisons. Algorithms. 2020;14(1):2. 10.3390/a14010002.Suche in Google Scholar

[15] Abdullah A, Ali M, Khalid S. Integral sliding mode control for anti-lock braking systems under varying road conditions. IEEE Trans Veh Technol. 2023;72(3):1245–58.Suche in Google Scholar

[16] Li J, Chen B, Sun W. Adaptive sliding mode control for ABS with unknown road friction. J Automot Saf Control. 2022;14(1):78–88.Suche in Google Scholar

[17] Zhou Q, Liu H, Yang Z. Neural network-integrated sliding mode control for adaptive ABS systems. Neural Comput Appl. 2023;35(4):2312–27.Suche in Google Scholar

[18] Ahmad H, Zhang T, Lee K. Boundary layer approach to reduce chattering in integral sliding mode control for ABS applications. J Dyn Syst Measu Control. 2023;145(4):041002.Suche in Google Scholar

[19] Dawood SH, Bakhy SH, Hamzah MN. Contact mechanics for soft hemi elliptical robotic fingertip. J Mech Eng Res Dev. 2020;43(6):286–98.Suche in Google Scholar

[20] Savaresi SM, Tanelli M. Active braking control systems design for vehicles. Springer-Verlag; 2010.10.1007/978-1-84996-350-3Suche in Google Scholar

[21] Obeid H, Fridman L, Laghrouche S, Harmouche M. Barrier function-based adaptive integral sliding mode control. 2018 IEEE Conference on Decision and Control (CDC), Miami, FL, USA; 2018.10.1109/CDC.2018.8619334Suche in Google Scholar

[22] Crocetti F, Costante G, Fravolini ML, Valigi P. Tire-road friction estimation and uncertainty assessment to improve electric aircraft braking system. 2021 29th Mediterranean Conference on Control and Automation (MED); 2021. 10.1109/med51440.2021.9480241.Suche in Google Scholar

[23] Huang B, Xu J, Yuan Z, Wei L. Acceleration slip regulation of amphibious vehicle driven by four wheel hub motor for landing. SAE Technical Paper Series; 2024. 10.4271/2024-01-5018.Suche in Google Scholar

Received: 2024-06-27
Revised: 2024-08-23
Accepted: 2024-09-09
Published Online: 2024-11-15

© 2024 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  8. A hybrid detection algorithm for 5G OTFS waveform for 64 and 256 QAM with Rayleigh and Rician channels
  9. Effect of short heat treatment on mechanical properties and shape memory properties of Cu–Al–Ni shape memory alloy
  10. Exploring the potential of ammonia and hydrogen as alternative fuels for transportation
  11. Impact of insulation on energy consumption and CO2 emissions in high-rise commercial buildings at various climate zones
  12. Advanced autopilot design with extremum-seeking control for aircraft control
  13. Adaptive multidimensional trust-based recommendation model for peer to peer applications
  14. Effects of CFRP sheets on the flexural behavior of high-strength concrete beam
  15. Enhancing urban sustainability through industrial synergy: A multidisciplinary framework for integrating sustainable industrial practices within urban settings – The case of Hamadan industrial city
  16. Advanced vibrant controller results of an energetic framework structure
  17. Application of the Taguchi method and RSM for process parameter optimization in AWSJ machining of CFRP composite-based orthopedic implants
  18. Improved correlation of soil modulus with SPT N values
  19. Technologies for high-temperature batch annealing of grain-oriented electrical steel: An overview
  20. Assessing the need for the adoption of digitalization in Indian small and medium enterprises
  21. A non-ideal hybridization issue for vertical TFET-based dielectric-modulated biosensor
  22. Optimizing data retrieval for enhanced data integrity verification in cloud environments
  23. Performance analysis of nonlinear crosstalk of WDM systems using modulation schemes criteria
  24. Nonlinear finite-element analysis of RC beams with various opening near supports
  25. Thermal analysis of Fe3O4–Cu/water over a cone: a fractional Maxwell model
  26. Radial–axial runner blade design using the coordinate slice technique
  27. Theoretical and experimental comparison between straight and curved continuous box girders
  28. Effect of the reinforcement ratio on the mechanical behaviour of textile-reinforced concrete composite: Experiment and numerical modeling
  29. Experimental and numerical investigation on composite beam–column joint connection behavior using different types of connection schemes
  30. Enhanced performance and robustness in anti-lock brake systems using barrier function-based integral sliding mode control
  31. Evaluation of the creep strength of samples produced by fused deposition modeling
  32. A combined feedforward-feedback controller design for nonlinear systems
  33. Effect of adjacent structures on footing settlement for different multi-building arrangements
  34. Analyzing the impact of curved tracks on wheel flange thickness reduction in railway systems
  35. Review Articles
  36. Mechanical and smart properties of cement nanocomposites containing nanomaterials: A brief review
  37. Applications of nanotechnology and nanoproduction techniques
  38. Relationship between indoor environmental quality and guests’ comfort and satisfaction at green hotels: A comprehensive review
  39. Communication
  40. Techniques to mitigate the admission of radon inside buildings
  41. Erratum
  42. Erratum to “Effect of short heat treatment on mechanical properties and shape memory properties of Cu–Al–Ni shape memory alloy”
  43. Special Issue: AESMT-3 - Part II
  44. Integrated fuzzy logic and multicriteria decision model methods for selecting suitable sites for wastewater treatment plant: A case study in the center of Basrah, Iraq
  45. Physical and mechanical response of porous metals composites with nano-natural additives
  46. Special Issue: AESMT-4 - Part II
  47. New recycling method of lubricant oil and the effect on the viscosity and viscous shear as an environmentally friendly
  48. Identify the effect of Fe2O3 nanoparticles on mechanical and microstructural characteristics of aluminum matrix composite produced by powder metallurgy technique
  49. Static behavior of piled raft foundation in clay
  50. Ultra-low-power CMOS ring oscillator with minimum power consumption of 2.9 pW using low-voltage biasing technique
  51. Using ANN for well type identifying and increasing production from Sa’di formation of Halfaya oil field – Iraq
  52. Optimizing the performance of concrete tiles using nano-papyrus and carbon fibers
  53. Special Issue: AESMT-5 - Part II
  54. Comparative the effect of distribution transformer coil shape on electromagnetic forces and their distribution using the FEM
  55. The complex of Weyl module in free characteristic in the event of a partition (7,5,3)
  56. Restrained captive domination number
  57. Experimental study of improving hot mix asphalt reinforced with carbon fibers
  58. Asphalt binder modified with recycled tyre rubber
  59. Thermal performance of radiant floor cooling with phase change material for energy-efficient buildings
  60. Surveying the prediction of risks in cryptocurrency investments using recurrent neural networks
  61. A deep reinforcement learning framework to modify LQR for an active vibration control applied to 2D building models
  62. Evaluation of mechanically stabilized earth retaining walls for different soil–structure interaction methods: A review
  63. Assessment of heat transfer in a triangular duct with different configurations of ribs using computational fluid dynamics
  64. Sulfate removal from wastewater by using waste material as an adsorbent
  65. Experimental investigation on strengthening lap joints subjected to bending in glulam timber beams using CFRP sheets
  66. A study of the vibrations of a rotor bearing suspended by a hybrid spring system of shape memory alloys
  67. Stability analysis of Hub dam under rapid drawdown
  68. Developing ANFIS-FMEA model for assessment and prioritization of potential trouble factors in Iraqi building projects
  69. Numerical and experimental comparison study of piled raft foundation
  70. Effect of asphalt modified with waste engine oil on the durability properties of hot asphalt mixtures with reclaimed asphalt pavement
  71. Hydraulic model for flood inundation in Diyala River Basin using HEC-RAS, PMP, and neural network
  72. Numerical study on discharge capacity of piano key side weir with various ratios of the crest length to the width
  73. The optimal allocation of thyristor-controlled series compensators for enhancement HVAC transmission lines Iraqi super grid by using seeker optimization algorithm
  74. Numerical and experimental study of the impact on aerodynamic characteristics of the NACA0012 airfoil
  75. Effect of nano-TiO2 on physical and rheological properties of asphalt cement
  76. Performance evolution of novel palm leaf powder used for enhancing hot mix asphalt
  77. Performance analysis, evaluation, and improvement of selected unsignalized intersection using SIDRA software – Case study
  78. Flexural behavior of RC beams externally reinforced with CFRP composites using various strategies
  79. Influence of fiber types on the properties of the artificial cold-bonded lightweight aggregates
  80. Experimental investigation of RC beams strengthened with externally bonded BFRP composites
  81. Generalized RKM methods for solving fifth-order quasi-linear fractional partial differential equation
  82. An experimental and numerical study investigating sediment transport position in the bed of sewer pipes in Karbala
  83. Role of individual component failure in the performance of a 1-out-of-3 cold standby system: A Markov model approach
  84. Implementation for the cases (5, 4) and (5, 4)/(2, 0)
  85. Center group actions and related concepts
  86. Experimental investigation of the effect of horizontal construction joints on the behavior of deep beams
  87. Deletion of a vertex in even sum domination
  88. Deep learning techniques in concrete powder mix designing
  89. Effect of loading type in concrete deep beam with strut reinforcement
  90. Studying the effect of using CFRP warping on strength of husk rice concrete columns
  91. Parametric analysis of the influence of climatic factors on the formation of traditional buildings in the city of Al Najaf
  92. Suitability location for landfill using a fuzzy-GIS model: A case study in Hillah, Iraq
  93. Hybrid approach for cost estimation of sustainable building projects using artificial neural networks
  94. Assessment of indirect tensile stress and tensile–strength ratio and creep compliance in HMA mixes with micro-silica and PMB
  95. Density functional theory to study stopping power of proton in water, lung, bladder, and intestine
  96. A review of single flow, flow boiling, and coating microchannel studies
  97. Effect of GFRP bar length on the flexural behavior of hybrid concrete beams strengthened with NSM bars
  98. Exploring the impact of parameters on flow boiling heat transfer in microchannels and coated microtubes: A comprehensive review
  99. Crumb rubber modification for enhanced rutting resistance in asphalt mixtures
  100. Special Issue: AESMT-6
  101. Design of a new sorting colors system based on PLC, TIA portal, and factory I/O programs
  102. Forecasting empirical formula for suspended sediment load prediction at upstream of Al-Kufa barrage, Kufa City, Iraq
  103. Optimization and characterization of sustainable geopolymer mortars based on palygorskite clay, water glass, and sodium hydroxide
  104. Sediment transport modelling upstream of Al Kufa Barrage
  105. Study of energy loss, range, and stopping time for proton in germanium and copper materials
  106. Effect of internal and external recycle ratios on the nutrient removal efficiency of anaerobic/anoxic/oxic (VIP) wastewater treatment plant
  107. Enhancing structural behaviour of polypropylene fibre concrete columns longitudinally reinforced with fibreglass bars
  108. Sustainable road paving: Enhancing concrete paver blocks with zeolite-enhanced cement
  109. Evaluation of the operational performance of Karbala waste water treatment plant under variable flow using GPS-X model
  110. Design and simulation of photonic crystal fiber for highly sensitive chemical sensing applications
  111. Optimization and design of a new column sequencing for crude oil distillation at Basrah refinery
  112. Inductive 3D numerical modelling of the tibia bone using MRI to examine von Mises stress and overall deformation
  113. An image encryption method based on modified elliptic curve Diffie-Hellman key exchange protocol and Hill Cipher
  114. Experimental investigation of generating superheated steam using a parabolic dish with a cylindrical cavity receiver: A case study
  115. Effect of surface roughness on the interface behavior of clayey soils
  116. Investigated of the optical properties for SiO2 by using Lorentz model
  117. Measurements of induced vibrations due to steel pipe pile driving in Al-Fao soil: Effect of partial end closure
  118. Experimental and numerical studies of ballistic resistance of hybrid sandwich composite body armor
  119. Evaluation of clay layer presence on shallow foundation settlement in dry sand under an earthquake
  120. Optimal design of mechanical performances of asphalt mixtures comprising nano-clay additives
  121. Advancing seismic performance: Isolators, TMDs, and multi-level strategies in reinforced concrete buildings
  122. Predicted evaporation in Basrah using artificial neural networks
  123. Energy management system for a small town to enhance quality of life
  124. Numerical study on entropy minimization in pipes with helical airfoil and CuO nanoparticle integration
  125. Equations and methodologies of inlet drainage system discharge coefficients: A review
  126. Thermal buckling analysis for hybrid and composite laminated plate by using new displacement function
  127. Investigation into the mechanical and thermal properties of lightweight mortar using commercial beads or recycled expanded polystyrene
  128. Experimental and theoretical analysis of single-jet column and concrete column using double-jet grouting technique applied at Al-Rashdia site
  129. The impact of incorporating waste materials on the mechanical and physical characteristics of tile adhesive materials
  130. Seismic resilience: Innovations in structural engineering for earthquake-prone areas
  131. Automatic human identification using fingerprint images based on Gabor filter and SIFT features fusion
  132. Performance of GRKM-method for solving classes of ordinary and partial differential equations of sixth-orders
  133. Visible light-boosted photodegradation activity of Ag–AgVO3/Zn0.5Mn0.5Fe2O4 supported heterojunctions for effective degradation of organic contaminates
  134. Production of sustainable concrete with treated cement kiln dust and iron slag waste aggregate
  135. Key effects on the structural behavior of fiber-reinforced lightweight concrete-ribbed slabs: A review
  136. A comparative analysis of the energy dissipation efficiency of various piano key weir types
  137. Special Issue: Transport 2022 - Part II
  138. Variability in road surface temperature in urban road network – A case study making use of mobile measurements
  139. Special Issue: BCEE5-2023
  140. Evaluation of reclaimed asphalt mixtures rejuvenated with waste engine oil to resist rutting deformation
  141. Assessment of potential resistance to moisture damage and fatigue cracks of asphalt mixture modified with ground granulated blast furnace slag
  142. Investigating seismic response in adjacent structures: A study on the impact of buildings’ orientation and distance considering soil–structure interaction
  143. Improvement of porosity of mortar using polyethylene glycol pre-polymer-impregnated mortar
  144. Three-dimensional analysis of steel beam-column bolted connections
  145. Assessment of agricultural drought in Iraq employing Landsat and MODIS imagery
  146. Performance evaluation of grouted porous asphalt concrete
  147. Optimization of local modified metakaolin-based geopolymer concrete by Taguchi method
  148. Effect of waste tire products on some characteristics of roller-compacted concrete
  149. Studying the lateral displacement of retaining wall supporting sandy soil under dynamic loads
  150. Seismic performance evaluation of concrete buttress dram (Dynamic linear analysis)
  151. Behavior of soil reinforced with micropiles
  152. Possibility of production high strength lightweight concrete containing organic waste aggregate and recycled steel fibers
  153. An investigation of self-sensing and mechanical properties of smart engineered cementitious composites reinforced with functional materials
  154. Forecasting changes in precipitation and temperatures of a regional watershed in Northern Iraq using LARS-WG model
  155. Experimental investigation of dynamic soil properties for modeling energy-absorbing layers
  156. Numerical investigation of the effect of longitudinal steel reinforcement ratio on the ductility of concrete beams
  157. An experimental study on the tensile properties of reinforced asphalt pavement
  158. Self-sensing behavior of hot asphalt mixture with steel fiber-based additive
  159. Behavior of ultra-high-performance concrete deep beams reinforced by basalt fibers
  160. Optimizing asphalt binder performance with various PET types
  161. Investigation of the hydraulic characteristics and homogeneity of the microstructure of the air voids in the sustainable rigid pavement
  162. Enhanced biogas production from municipal solid waste via digestion with cow manure: A case study
  163. Special Issue: AESMT-7 - Part I
  164. Preparation and investigation of cobalt nanoparticles by laser ablation: Structure, linear, and nonlinear optical properties
  165. Seismic analysis of RC building with plan irregularity in Baghdad/Iraq to obtain the optimal behavior
  166. The effect of urban environment on large-scale path loss model’s main parameters for mmWave 5G mobile network in Iraq
  167. Formatting a questionnaire for the quality control of river bank roads
  168. Vibration suppression of smart composite beam using model predictive controller
  169. Machine learning-based compressive strength estimation in nanomaterial-modified lightweight concrete
  170. In-depth analysis of critical factors affecting Iraqi construction projects performance
  171. Behavior of container berth structure under the influence of environmental and operational loads
  172. Energy absorption and impact response of ballistic resistance laminate
  173. Effect of water-absorbent polymer balls in internal curing on punching shear behavior of bubble slabs
  174. Effect of surface roughness on interface shear strength parameters of sandy soils
  175. Evaluating the interaction for embedded H-steel section in normal concrete under monotonic and repeated loads
  176. Estimation of the settlement of pile head using ANN and multivariate linear regression based on the results of load transfer method
  177. Enhancing communication: Deep learning for Arabic sign language translation
  178. A review of recent studies of both heat pipe and evaporative cooling in passive heat recovery
  179. Effect of nano-silica on the mechanical properties of LWC
  180. An experimental study of some mechanical properties and absorption for polymer-modified cement mortar modified with superplasticizer
  181. Digital beamforming enhancement with LSTM-based deep learning for millimeter wave transmission
  182. Developing an efficient planning process for heritage buildings maintenance in Iraq
  183. Design and optimization of two-stage controller for three-phase multi-converter/multi-machine electric vehicle
  184. Evaluation of microstructure and mechanical properties of Al1050/Al2O3/Gr composite processed by forming operation ECAP
  185. Calculations of mass stopping power and range of protons in organic compounds (CH3OH, CH2O, and CO2) at energy range of 0.01–1,000 MeV
  186. Investigation of in vitro behavior of composite coating hydroxyapatite-nano silver on 316L stainless steel substrate by electrophoretic technic for biomedical tools
  187. A review: Enhancing tribological properties of journal bearings composite materials
  188. Improvements in the randomness and security of digital currency using the photon sponge hash function through Maiorana–McFarland S-box replacement
  189. Design a new scheme for image security using a deep learning technique of hierarchical parameters
  190. Special Issue: ICES 2023
  191. Comparative geotechnical analysis for ultimate bearing capacity of precast concrete piles using cone resistance measurements
  192. Visualizing sustainable rainwater harvesting: A case study of Karbala Province
  193. Geogrid reinforcement for improving bearing capacity and stability of square foundations
  194. Evaluation of the effluent concentrations of Karbala wastewater treatment plant using reliability analysis
  195. Adsorbent made with inexpensive, local resources
  196. Effect of drain pipes on seepage and slope stability through a zoned earth dam
  197. Sediment accumulation in an 8 inch sewer pipe for a sample of various particles obtained from the streets of Karbala city, Iraq
  198. Special Issue: IETAS 2024 - Part I
  199. Analyzing the impact of transfer learning on explanation accuracy in deep learning-based ECG recognition systems
  200. Effect of scale factor on the dynamic response of frame foundations
  201. Improving multi-object detection and tracking with deep learning, DeepSORT, and frame cancellation techniques
  202. The impact of using prestressed CFRP bars on the development of flexural strength
  203. Assessment of surface hardness and impact strength of denture base resins reinforced with silver–titanium dioxide and silver–zirconium dioxide nanoparticles: In vitro study
  204. A data augmentation approach to enhance breast cancer detection using generative adversarial and artificial neural networks
  205. Modification of the 5D Lorenz chaotic map with fuzzy numbers for video encryption in cloud computing
  206. Special Issue: 51st KKBN - Part I
  207. Evaluation of static bending caused damage of glass-fiber composite structure using terahertz inspection
Heruntergeladen am 18.9.2025 von https://www.degruyterbrill.com/document/doi/10.1515/eng-2024-0090/html
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