Abstract
Composites have been evolved rapidly due to their unique performance in comparison with other conventional materials, such as metals. Although additive manufacturing (AM) has attracted considerable attention in recent years to produce reinforced complex composite structures as in reinforced carbon fiber composites, it is difficult to control the fiber content concentration within the composites to obtain tailored materials properties, especially at high loads of fibers. In fact, high load of fibers usually leads to technical issues, such as nozzle clogging and fiber agglomeration that hinder the 3D printing process. Therefore, a customized artificial neural network (ANN) system was developed in this work to predict the mechanical characteristics of 3D printing thermoset carbon fiber composites at any carbon fiber concentration. The developed ANN system was consisting of three model techniques for predicting the bending stress as well as the flexural modulus of the thermoset carbon fiber composites, even when handling small experimental datasets. The system architecture contained connected artificial neurons governed by non-linear activation functions to enhance precise predictions. Various schemes of ANN models were utilized namely: 1-4-1, 1-4-8-1, and 1-4-8-12-1 models. The developed models have revealed various accuracy levels. However, the 1-4-8-12-1 model has demonstrated a very high level of predictions for the mechanical performance of the AM epoxy/carbon fiber composites. This would enhance predicting the performance of such composites in 3D printing with very minimal experimental work to optimize the fiber content for the desired overall mechanical performance.
1 Introduction
Additive manufacturing (AM) or 3D printing has received much attention in recent years by the reason of producing complex geometries with customizable material attributes [1]. The process of creating 3D objects initiated by bringing layer upon layer of substance whatever the fabric material is. The most widely used fabric materials are metals, polymers, and concrete; however, polymers are noticed as one of the most famous fabric materials used in structural applications due to their lightweight, low cost, and thermal properties [2,3,4,5]. Though the considerable interest in polymers, they are not appropriate for purposes requiring higher mechanical performance as they possess limited material strength in contrast to other materials, such as ceramics or metals [6,7,8,9]. At this point, efforts have been expended on enhancing the mechanical performance of polymers using various types of reinforcements. More recent attention has focused on the provision of fibers as reinforcements used in composites, for example, carbon [10,11], glass, and natural [9,12,13,14,15,16,17]. These fibers can be categorized into short and continuous [18]. However, short fibers (chopped or milled) have demonstrated their importance by the fact of ease raw material preparing. Consequently, this technique can significantly ease the manufacturing process flexibility in fiber positioning and material deposition. Furthermore, short fiber composites have lower material costs and void content, making them an appealing choice for many researchers [19,20,21,22].
Recently, considerable literature has grown up around the theme of using carbon fibers to strengthen the composites [23,24]. The term carbon fiber refers to a long chain composed of carbon atoms joined securely to each other [25]. One reason why carbon fibers have been used extremely is the close mechanical performance to that of some metals as steel [26]. Another reason is the high strength-to-weight ratio compared to either steel or plastic [27,28]. This evidence demonstrates the central role played by carbon fiber in very popular applications in engineering, aerospace, and cars, for example [29].
Investigating the constructing of thermoplastic composites is a continuing concern within the fused filament fabrication (FFF) methodology. This technology allows the additively embedding short fibers and polymers [30]. In this operation, a continuous filament of a thermoplastic material is melted in a heating stage and then is solidified upon the deposition on the print bed [31]. Researchers have reported improvements in the mechanical performance of the created composites corresponding to this method [32]. Even though thermoplastic composites with high volumes of short fibers may be effectively produced and 3D printed, FFF process is suffering from the weak adhesion between the fibers and the matrix material within the composites due to low interfacial strength between printed layers [33]. However, researchers pay the attention to strengthen the mechanical performance employing a recently developed direct writing (DW) method. In this technique, paste-like composite inks can be extruded into 3D shapes by altering fluid viscosity and yield strength via rheology modifiers, such as nanoclay or fumed silica [34]. Fiber–polymer matrix adhesion is substantially greater in thermoset composites, where fibers are covered with a small coating of surfactant, which chemically links the thermoset matrix and the fiber, resulting in high adhesion unlike thermoplastic composites [35]. That the high-volume concentration of fibers can be embedded in thermoplastic composites; it is, however, notably limited in thermoset composites to less than 5%. A recent technique [34] was developed for that reason, leading to increasing this amount to nearly 46% of short, copped carbon fibers.
The high mechanical performance of composites is obviously of several factors; one of them is the volume ratio of fibers. While obtaining high mechanical properties requires high-volume ratio of fibers, there is – as mentioned above – a limit in the fiber concentrations used in composites whatever the fiber type is [36–38]. The question here arises, what if researchers still could not conduct experiments exceeding the recorded percentage limit of fibers? Is there any approach to predict the behavior of the thermoset composite if we use 50% of carbon fibers’ volume ratio as example?
Suitable technologies, such as the artificial neural network (ANN), represent a great method to analyze the complexity of such predictions. This method is particularly useful in studying and solving nonlinear problems based on the nonlinear regression methods used in various fields, such as structural engineering, composite materials, and robotics [39–43]. Generally, ANN is built from a network of linked nodes, known as artificial neurons, which help in the processing the neurons’ signals at their connection. Each input signal is treated as a real number, and the output of each neuron is determined using a non-linear activation function of the sum of its inputs. Besides, neurons usually have a weight that changes the intensity of the signal at a connection. Different layers containing neurons may apply various modifications to their inputs where signals pass the first layer input to the last layer (the output layer) – maybe many times – to achieve the right answer.
Consequently, this study aims to develop prediction models for the intrinsic mechanical properties of additively fabricated short carbon fiber-reinforced thermoset composites, taking the advantage of ANNs. The developed models can provide good predictions about the performance of carbon fibers without requiring any experimental investigation regardless the fiber concentration content. Thus, the approach used in this work would enhance the better understanding of the performance of additively manufactured thermoset carbon fiber composites and would have a significant influence on the adaption of these materials at larger scales, opening the door to their usage in a wide range of technical applications with high levels of reliability.
2 Materials and methods
The reinforcement was milled carbon fibers with small lengths, L = 50 μm, and aspect ratios, s = 4.5. The matrix resin was epoxy 826 from Hexion, a curing agent, and a nanoclay. The effects of milled carbon fibers on mechanical properties and printability were then studied by gradually adding different amounts of milled carbon fibers to this mixture. As the concentration at which carbon fiber is used dramatically affects the mechanical properties of the composites, the volume percentages of these chopped fibers to neat epoxy ranged from 2 to 46%.
To construct the composite item, the method was carried out utilizing DW-based 3D printing, in which the reinforcement was filled with the epoxy system through a nozzle attached to a customized 3D printer. Three-point bending tests were performed on the printed specimens using an Instron Universal testing machine in accordance with the ASTM D7264/D7264M 07 standard to evaluate mechanical performance. Each set was subjected to at least four tests to provide the repeatability and to quantify the experimental variability. Additional information on the experimental process can be obtained in [34].
However, it should be noted that the maximum possible value that can be added to the composite – as described in [34] – is nearly 46% of carbon fibers as a volume fraction. Furthermore, this limitation of carbon fibers amount is due to the difficulty of conducting experiments because of fiber agglomeration and nozzle clogging observed during the 3D printing process. Given these concerns, the current work involves examining the mechanical performance at higher carbon fiber concentrations exceeded the recorded values in [34] using the ANN.
ANN’s structure can be divided into three main sub-groups, including an input layer, one or more hidden layers, and an output layer. While the input layer accepts data from external sources, the output layer provides one or more data points based on the function of the network after the being processed through the hidden layers. Figure 1 depicts the ANN model. Neurons are the basic building components of ANNs that are used to determine output. Moreover, the neuron has the advantage of collecting the inputs from several other neurons, multiplying it by the weights supplied to it, and then applying an activation function to the result before moving to the next variable.

ANN architecture.
Although this math operation may be seen simple as a first impression, stacking tremendous neurons in various layers may create an ANN capable of doing extremely complex tasks. Three stimuli models in this article were built using the Matlab environment to predict the young modulus and the bending stress. The key aspects of these models can be listed as follows: increasing the number of hidden layers used, as well as neurons in each hidden layer.
All models have a common one input (i.e., carbon fiber content) and a one output (young’s modulus (E) or bending strength (σ b)). In conjunction with these principals, Model A has one hidden layer with four neurons. However, the hidden layers’ number rises in Model B to be two layers containing four and eight neurons in each hidden layer, respectively. To assess whether there is any improvement in the predicted mechanical performance, it was chosen here to construct a model (i.e., Model C) with three hidden layers, each containing four, eight, and twelve neurons. During the simulation, each resulted signal from neurons is transported to the next layer through the Log-sigmoid transfer function, which is preferable for connecting the hidden and output layers. The following equation shows the mathematical relation used in this function:
In practice, Log-sigmoid is a popular multi-layer neural network that is trained to positive infinity using the back-propagation algorithm. As the neurons’ net input changes from negative to positive infinity, this function gives outputs ranging from 0 to 1.
A qualitative methodology is employed in this study; the weights of the connections between neurons in ANNs are first assigned random values, and then those models (networks) start training the data, having the ability of mapping creation between inputs and outputs. However, providing more training data has had the neural network gradually changes its weights, mapping each input to the right outputs.
3 Results and discussion
On the first point, prediction models’ experimental data were divided into 70% for training data and 30% for testing in order that the ANN’s models being developed. On the second point, the method begins by creating input/output data and then training these data by the networks to map between inputs and outputs as mentioned in the previous section. However, the training process was based on the backpropagation gradient descent method due to its effectiveness in terms of both simplicity and application, even in multi-layer networks. To better understand the back-propagation algorithm, it is divided into three stages: first, feeding the input training values and computing the network outputs; second, calculating the difference between the goal values and the computed results; and third, transmitting the error back to change the weights of the layers.
With regard to analyze the mechanical properties of fiber material based on the experimental data, the ANN method is applied. These results aimed to examine the model prediction and the experimental results of average bending stress and flexural modulus (Figures 2 and 3, respectively). Figures clearly demonstrate that Model A’s prediction model is not capable of accurately predicting values during the training stage. This in fact is due to using one hidden layer with small number of neurons. Further analysis of the data in Model C reveals that the ANN results are very close to the experimental results. Figures 4 and 5 show the relative error of the three models’ outputs.

Comparison between experimental and predicted values of AAN models regarding the bending strength according to the carbon fiber content: (a) 1-4-1 model, (b) 1-4-8-1 model, and (c) 1-4-8-12-1 model.

Comparison between experimental and predicted values of AAN models regarding the flexural modulus according to the carbon fiber content: (a) 1-4-1 model, (b) 1-4-8-1 model, and (c) 1-4-8-12-1 model.

Comparison between relative error values of ANN models in bending stress: (a) 1-4-1 model, (b) 1-4-8-1 model, and (c) 1-4-8-12-1 model.

Comparison between relative error values of ANN models in flexural modulus: (a) 1-4-1 model, (b) 1-4-8-1 model, and (c) 1-4-8-12-1 model.
Figure 6 depicts the output function fit of a network spanning the range of inputs as the plotting of targets and output data points linked with input values.

Function fit values of ANN Model C in: (a) bending stress and (b) flexural Modulus.
As can be seen from Figure 6, the discrepancy between the outputs and the objectives is shown by the error bars. This difference approved the Model C analyses and showed how close the ANN outputs from the experimental data. Additional statistical analysis found that the mean absolute percentage errors (MAPEs) of bending strength were 19.28, 12.97, and 6.71%, in Models A, B, and C, respectively. Also, MAPEs regarding the flexural modulus are identified to be 17.26, 15.83, and 8.26% in Models A, B, and C, respectively. Overall, a significant difference was found between Model A and Model C with successive increases in the accuracy of the predicted data as we increase the hidden layers. However, MAPE is calculated as the following:
where S is the number of samples,
Evaluation and statistical values of mechanical performance prediction models
Average bending stress | Average flexural modulus | |||||
---|---|---|---|---|---|---|
Model A (1-1-1) | Model B (1-4-8-1) | Model C (1-4-8-12-1) | Model A (1-1-1) | Model B (1-4-8-1) | Model C (1-4-8-12-1) | |
MAPE (%) | 19.28 | 12.97 | 6.71 | 17.26 | 15.83 | 8.26 |
R 2 | 0.74 | 0.86 | 0.95 | 0.91 | 0.90 | 0.97 |
The correlation coefficient is expressed by
Bending stress correlation coefficients averages were 0.74, 0.86, and 0.95 for Models A, B, and C, respectively. On the other hand, these values were 0.91, 0.90, and 0.97 in flexural modulus property. As a result of these indications, the suggested model (i.e., Model C) performed very well for both bending stress and flexural modulus. These findings suggest that Model C has a good correlation coefficient, and its accuracy rates are about equivalent to 95 and 97% in both average bending stress and flexural modulus, respectively.
An important concept that emerged from the data is to find the predicted equations for each model. Figures 7 and 8 depict the linear regression analysis to generate polynomial ANN equations and curveting. More inspection to fit the resulted data, a polynomial of higher order and a Gaussian’s fit curve of model C are shown in Figures 9 and 10, respectively.

Cross correlation between ANNs and experimental values of bending stress: (a) 1-4-1 model, (b) 1-4-8-1 model, and (c) 1-4-8-12-1 model.

Cross correlation between ANNs and experimental values of flexural modulus: (a) 1-4-1 model, (b) 1-4-8-1 model, and (c) 1-4-8-12-1 model.

Advanced correlation fit between ANNs and experimental values of bending stress (Model C). (a) Polynomial 3rd degree fit; (b) Gaussian’s fit.

Advanced correlation fit between ANNs and experimental values of flexural modulus (Model C). (a) Polynomial 3rd degree fit, (b) Gaussian’s fit.
These results validate the equations and the predicted models of the suggested ANN models. It should be noted, however, that certain predictions depart from the experimental data. This is owing to the minimal quantity of sample data [38], making determining the most accurate findings difficult. Tables 2 and 3 show the ANNs’ prediction as well as the relative error of the obtained mechanical performance in relation to Model C.
Evaluation comparison (of average bending stress) between the predicted ANN Model C and the relative error
CF (vf%) | Average predicted ANN | Relative error (%) |
---|---|---|
0 | 76.12 | 44.67 |
2 | 78.96 | 35.55 |
3 | 81.53 | 17.78 |
4.7 | 89.09 | 20.22 |
13 | 233.06 | 28.22 |
20.2 | 289.68 | 35.47 |
27.6 | 294.89 | 6.53 |
36.1 | 317.92 | 0.98 |
44.8 | 371.80 | 0.34 |
46.4 | 397.56 | 0.44 |
Evaluation comparison (of average flexural modulus) between the predicted ANN Model C and the relative error
CF (vf%) | Average predicted ANN | Relative error (%) |
---|---|---|
0 | 3.24 | 55.43 |
2 | 3.23 | 57.88 |
3 | 3.87 | 51.67 |
4.7 | 5.36 | 0.02 |
13 | 11.54 | 0.18 |
20.2 | 21.34 | 22.64 |
27.6 | 36.16 | 25.49 |
36.1 | 44.5 | 0.24 |
44.8 | 48.99 | 6.91 |
46.4 | 53.22 | 4.57 |
The tables (above) proofed the ability of ANN model to be very suitable for estimating the mechanical performance of AM thermoset carbon fibers composites. Moreover, the validity of the predicted equation and the ANN were tested using some extra points ranging between the experimental fiber content. Figures 11 and 12 show the precision of the final developed model, and Table 4 shows its predictions with extra points exceeded the practical fiber concentrations (i.e., some points exceeded the maximum experimental fiber contents).

Validation of the ANN in Model C: (a) bending stress and (b) flexural modulus.

The behavior of the proposed extra validation points of both bending stress and flexural modulus.
Output of the ANN Model C
CF (vf%) | Average ANN bending stress (MPa) | Average ANN flexural modulus (GPa) |
---|---|---|
10 | 166.18 | 8.06 |
15 | 263.05 | 12.75 |
30 | 298.01 | 17.44 |
40 | 330.11 | 42.23 |
50 | 443.39 | 51.21 |
55 | 459.85 | 51.88 |
4 Conclusions
Neural network models were developed and investigated to predict and determine the average bending stress and flexural modulus at various carbon fiber concentrations within 3D-printing manufacturing composites. It was demonstrated here that proper design of ANN schemes has to be selected to perform such good predictions to enhance the reliability of the model. ANN was properly utilized as a tool to assess and support predictions via the analysis of the entire system within a data framework. ANN-developed models were capable of handling tiny experimental datasets to find the mechanical performance of AM carbon fiber composite structures. There was a high level of agreement between the experimental mechanical characteristics and the derived models. The MAPE and correlation coefficient were used to assess the accuracy of the three ANN models. The best MAPEs using ANN system regarding predicting the young’s modulus of carbon fibers was 8.26%, and that for bending stress was 6.71%. It can also be concluded that the ANN prediction models can accurately predict the mechanical characteristics of the fibers as well as the desired performance to enhance more reliable utilizations of such AM systems. In terms of future study, these findings (using the suggested ANN model) add to a foundation for understanding and predicting the mechanical performance of any reinforced thermoset composite manufactured utilizing AM technology; so that, the current implemented approach can be extended to study and investigate various fiber types of reinforcements in composites.
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Funding information: No funding was received to perform this work.
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Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission.
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Conflict of interest: On behalf of all authors, the corresponding author states that there is no conflict of interest.
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Ethics approval and consent to participate: Not applicable.
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Consent for publication: Not applicable.
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Data availability statement: Not applicable.
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© 2022 Nashat Nawafleh and Faris M. AL-Oqla, published by De Gruyter
This work is licensed under the Creative Commons Attribution 4.0 International License.
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- The study of the particle size effect on the physical properties of TiO2/cellulose acetate composite films
- Hybrid material performance assessment for rocket propulsion
- Design of ER damper for recoil length minimization: A case study on gun recoil system
- Forecasting technical performance and cost estimation of designed rim wheels based on variations of geometrical parameters
- Enhancing the machinability of SKD61 die steel in power-mixed EDM process with TGRA-based multi criteria decision making
- Effect of boron carbide reinforcement on properties of stainless-steel metal matrix composite for nuclear applications
- Energy absorption behaviors of designed metallic square tubes under axial loading: Experiment-based benchmarking and finite element calculation
- Synthesis and study of magnesium complexes derived from polyacrylate and polyvinyl alcohol and their applications as superabsorbent polymers
- Artificial neural network for predicting the mechanical performance of additive manufacturing thermoset carbon fiber composite materials
- Shock and impact reliability of electronic assemblies with perimeter vs full array layouts: A numerical comparative study
- Influences of pre-bending load and corrosion degree of reinforcement on the loading capacity of concrete beams
- Assessment of ballistic impact damage on aluminum and magnesium alloys against high velocity bullets by dynamic FE simulations
- On the applicability of Cu–17Zn–7Al–0.3Ni shape memory alloy particles as reinforcement in aluminium-based composites: Structural and mechanical behaviour considerations
- Mechanical properties of laminated bamboo composite as a sustainable green material for fishing vessel: Correlation of layer configuration in various mechanical tests
- Singularities at interface corners of piezoelectric-brass unimorphs
- Evaluation of the wettability of prepared anti-wetting nanocoating on different construction surfaces
- Review Article
- An overview of cold spray coating in additive manufacturing, component repairing and other engineering applications
- Special Issue: Sustainability and Development in Civil Engineering - Part I
- Risk assessment process for the Iraqi petroleum sector
- Evaluation of a fire safety risk prediction model for an existing building
- The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading
- Experimental and numerical study of the bulb's location effect on the behavior of under-reamed pile in expansive soil
- Procurement challenges analysis of Iraqi construction projects
- Deformability of non-prismatic prestressed concrete beams with multiple openings of different configurations
- Response of composite steel-concrete cellular beams of different concrete deck types under harmonic loads
- The effect of using different fibres on the impact-resistance of slurry infiltrated fibrous concrete (SIFCON)
- Effect of microbial-induced calcite precipitation (MICP) on the strength of soil contaminated with lead nitrate
- The effect of using polyolefin fiber on some properties of slurry-infiltrated fibrous concrete
- Typical strength of asphalt mixtures compacted by gyratory compactor
- Modeling and simulation sedimentation process using finite difference method
- Residual strength and strengthening capacity of reinforced concrete columns subjected to fire exposure by numerical analysis
- Effect of magnetization of saline irrigation water of Almasab Alam on some physical properties of soil
- Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber
- Reducing settlement of soft clay using different grouting materials
- Sustainability in the design of liquefied petroleum gas systems used in buildings
- Utilization of serial tendering to reduce the value project
- Time and finance optimization model for multiple construction projects using genetic algorithm
- Identification of the main causes of risks in engineering procurement construction projects
- Identifying the selection criteria of design consultant for Iraqi construction projects
- Calibration and analysis of the potable water network in the Al-Yarmouk region employing WaterGEMS and GIS
- Enhancing gypseous soil behavior using casein from milk wastes
- Structural behavior of tree-like steel columns subjected to combined axial and lateral loads
- Prospect of using geotextile reinforcement within flexible pavement layers to reduce the effects of rutting in the middle and southern parts of Iraq
- Ultimate bearing capacity of eccentrically loaded square footing over geogrid-reinforced cohesive soil
- Influence of water-absorbent polymer balls on the structural performance of reinforced concrete beam: An experimental investigation
- A spherical fuzzy AHP model for contractor assessment during project life cycle
- Performance of reinforced concrete non-prismatic beams having multiple openings configurations
- Finite element analysis of the soil and foundations of the Al-Kufa Mosque
- Flexural behavior of concrete beams with horizontal and vertical openings reinforced by glass-fiber-reinforced polymer (GFRP) bars
- Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software
- The behavior of piled rafts in soft clay: Numerical investigation
- The impact of evaluation and qualification criteria on Iraqi electromechanical power plants in construction contracts
- Performance of concrete thrust block at several burial conditions under the influence of thrust forces generated in the water distribution networks
- Geotechnical characterization of sustainable geopolymer improved soil
- Effect of the covariance matrix type on the CPT based soil stratification utilizing the Gaussian mixture model
- Impact of eccentricity and depth-to-breadth ratio on the behavior of skirt foundation rested on dry gypseous soil
- Concrete strength development by using magnetized water in normal and self-compacted concrete
- The effect of dosage nanosilica and the particle size of porcelanite aggregate concrete on mechanical and microstructure properties
- Comparison of time extension provisions between the Joint Contracts Tribunal and Iraqi Standard Bidding Document
- Numerical modeling of single closed and open-ended pipe pile embedded in dry soil layers under coupled static and dynamic loadings
- Mechanical properties of sustainable reactive powder concrete made with low cement content and high amount of fly ash and silica fume
- Deformation of unsaturated collapsible soils under suction control
- Mitigation of collapse characteristics of gypseous soils by activated carbon, sodium metasilicate, and cement dust: An experimental study
- Behavior of group piles under combined loadings after improvement of liquefiable soil with nanomaterials
- Using papyrus fiber ash as a sustainable filler modifier in preparing low moisture sensitivity HMA mixtures
- Study of some properties of colored geopolymer concrete consisting of slag
- GIS implementation and statistical analysis for significant characteristics of Kirkuk soil
- Improving the flexural behavior of RC beams strengthening by near-surface mounting
- The effect of materials and curing system on the behavior of self-compacting geopolymer concrete
- The temporal rhythm of scenes and the safety in educational space
- Numerical simulation to the effect of applying rationing system on the stability of the Earth canal: Birmana canal in Iraq as a case study
- Assessing the vibration response of foundation embedment in gypseous soil
- Analysis of concrete beams reinforced by GFRP bars with varying parameters
- One dimensional normal consolidation line equation
Articles in the same Issue
- Research Articles
- Calcium carbonate nanoparticles of quail’s egg shells: Synthesis and characterizations
- Effect of welding consumables on shielded metal arc welded ultra high hard armour steel joints
- Stress-strain characteristics and service life of conventional and asphaltic underlayment track under heavy load Babaranjang trains traffic
- Corrigendum to: Statistical mechanics of cell decision-making: the cell migration force distribution
- Prediction of bearing capacity of driven piles for Basrah governatore using SPT and MATLAB
- Investigation on microstructural features and tensile shear fracture properties of resistance spot welded advanced high strength dual phase steel sheets in lap joint configuration for automotive frame applications
- Experimental and numerical investigation of drop weight impact of aramid and UHMWPE reinforced epoxy
- An experimental study and finite element analysis of the parametric of circular honeycomb core
- The study of the particle size effect on the physical properties of TiO2/cellulose acetate composite films
- Hybrid material performance assessment for rocket propulsion
- Design of ER damper for recoil length minimization: A case study on gun recoil system
- Forecasting technical performance and cost estimation of designed rim wheels based on variations of geometrical parameters
- Enhancing the machinability of SKD61 die steel in power-mixed EDM process with TGRA-based multi criteria decision making
- Effect of boron carbide reinforcement on properties of stainless-steel metal matrix composite for nuclear applications
- Energy absorption behaviors of designed metallic square tubes under axial loading: Experiment-based benchmarking and finite element calculation
- Synthesis and study of magnesium complexes derived from polyacrylate and polyvinyl alcohol and their applications as superabsorbent polymers
- Artificial neural network for predicting the mechanical performance of additive manufacturing thermoset carbon fiber composite materials
- Shock and impact reliability of electronic assemblies with perimeter vs full array layouts: A numerical comparative study
- Influences of pre-bending load and corrosion degree of reinforcement on the loading capacity of concrete beams
- Assessment of ballistic impact damage on aluminum and magnesium alloys against high velocity bullets by dynamic FE simulations
- On the applicability of Cu–17Zn–7Al–0.3Ni shape memory alloy particles as reinforcement in aluminium-based composites: Structural and mechanical behaviour considerations
- Mechanical properties of laminated bamboo composite as a sustainable green material for fishing vessel: Correlation of layer configuration in various mechanical tests
- Singularities at interface corners of piezoelectric-brass unimorphs
- Evaluation of the wettability of prepared anti-wetting nanocoating on different construction surfaces
- Review Article
- An overview of cold spray coating in additive manufacturing, component repairing and other engineering applications
- Special Issue: Sustainability and Development in Civil Engineering - Part I
- Risk assessment process for the Iraqi petroleum sector
- Evaluation of a fire safety risk prediction model for an existing building
- The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading
- Experimental and numerical study of the bulb's location effect on the behavior of under-reamed pile in expansive soil
- Procurement challenges analysis of Iraqi construction projects
- Deformability of non-prismatic prestressed concrete beams with multiple openings of different configurations
- Response of composite steel-concrete cellular beams of different concrete deck types under harmonic loads
- The effect of using different fibres on the impact-resistance of slurry infiltrated fibrous concrete (SIFCON)
- Effect of microbial-induced calcite precipitation (MICP) on the strength of soil contaminated with lead nitrate
- The effect of using polyolefin fiber on some properties of slurry-infiltrated fibrous concrete
- Typical strength of asphalt mixtures compacted by gyratory compactor
- Modeling and simulation sedimentation process using finite difference method
- Residual strength and strengthening capacity of reinforced concrete columns subjected to fire exposure by numerical analysis
- Effect of magnetization of saline irrigation water of Almasab Alam on some physical properties of soil
- Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber
- Reducing settlement of soft clay using different grouting materials
- Sustainability in the design of liquefied petroleum gas systems used in buildings
- Utilization of serial tendering to reduce the value project
- Time and finance optimization model for multiple construction projects using genetic algorithm
- Identification of the main causes of risks in engineering procurement construction projects
- Identifying the selection criteria of design consultant for Iraqi construction projects
- Calibration and analysis of the potable water network in the Al-Yarmouk region employing WaterGEMS and GIS
- Enhancing gypseous soil behavior using casein from milk wastes
- Structural behavior of tree-like steel columns subjected to combined axial and lateral loads
- Prospect of using geotextile reinforcement within flexible pavement layers to reduce the effects of rutting in the middle and southern parts of Iraq
- Ultimate bearing capacity of eccentrically loaded square footing over geogrid-reinforced cohesive soil
- Influence of water-absorbent polymer balls on the structural performance of reinforced concrete beam: An experimental investigation
- A spherical fuzzy AHP model for contractor assessment during project life cycle
- Performance of reinforced concrete non-prismatic beams having multiple openings configurations
- Finite element analysis of the soil and foundations of the Al-Kufa Mosque
- Flexural behavior of concrete beams with horizontal and vertical openings reinforced by glass-fiber-reinforced polymer (GFRP) bars
- Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software
- The behavior of piled rafts in soft clay: Numerical investigation
- The impact of evaluation and qualification criteria on Iraqi electromechanical power plants in construction contracts
- Performance of concrete thrust block at several burial conditions under the influence of thrust forces generated in the water distribution networks
- Geotechnical characterization of sustainable geopolymer improved soil
- Effect of the covariance matrix type on the CPT based soil stratification utilizing the Gaussian mixture model
- Impact of eccentricity and depth-to-breadth ratio on the behavior of skirt foundation rested on dry gypseous soil
- Concrete strength development by using magnetized water in normal and self-compacted concrete
- The effect of dosage nanosilica and the particle size of porcelanite aggregate concrete on mechanical and microstructure properties
- Comparison of time extension provisions between the Joint Contracts Tribunal and Iraqi Standard Bidding Document
- Numerical modeling of single closed and open-ended pipe pile embedded in dry soil layers under coupled static and dynamic loadings
- Mechanical properties of sustainable reactive powder concrete made with low cement content and high amount of fly ash and silica fume
- Deformation of unsaturated collapsible soils under suction control
- Mitigation of collapse characteristics of gypseous soils by activated carbon, sodium metasilicate, and cement dust: An experimental study
- Behavior of group piles under combined loadings after improvement of liquefiable soil with nanomaterials
- Using papyrus fiber ash as a sustainable filler modifier in preparing low moisture sensitivity HMA mixtures
- Study of some properties of colored geopolymer concrete consisting of slag
- GIS implementation and statistical analysis for significant characteristics of Kirkuk soil
- Improving the flexural behavior of RC beams strengthening by near-surface mounting
- The effect of materials and curing system on the behavior of self-compacting geopolymer concrete
- The temporal rhythm of scenes and the safety in educational space
- Numerical simulation to the effect of applying rationing system on the stability of the Earth canal: Birmana canal in Iraq as a case study
- Assessing the vibration response of foundation embedment in gypseous soil
- Analysis of concrete beams reinforced by GFRP bars with varying parameters
- One dimensional normal consolidation line equation