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
-
Chakkaravarthi Rajarajan
, Paramasivam Sivaraj
, Tushar Sonar , Selvaraj Raja and Nallusamy Mathiazhagan
Abstract
The main objective of this research paper is to study the microstructural features and mechanical properties of resistance spot welded advanced high-strength steel of dual phase grade in lap joint configuration which is mainly employed in sheet form for fabrication of the automotive structure. Resistance spot welding (RSW) being a solid-state welding (SSW) process is used to overcome the problems in fusion welding of AHSS-DP steel such as heat affected zone (HAZ) softening, solidification cracking and distortion which significantly deteriorates the mechanical properties of AHSS-DP800 steel joints. The straight lap (SL-TSFL) and cross lap tensile shear fracture load (CL-TSFL) of spot joints were evaluated. Optical microscopy (OM), scanning electron microscopy (SEM), and transmission electron microscopy (TEM) techniques were used to characterize the weld nugget. The X-ray diffraction (XRD) results are also presented for phase identification in the weld nugget. The fracture surface of failed TSFL specimens was analyzed using SEM. The lap joints made using RSW disclosed superior SL-TSFL, CL-TSFL, and WNZH of 21.7 kN, 17.65 kN, and 589 HV0.5 The superior joint strength and hardness of the weld nugget zone are correlated to the evolution of lath martensite in the nugget zone.
1 Introduction
The invention of new materials in the modern engineering world proves to have an impact on every engineering application. These materials help to achieve environment-friendly vehicles from emission reduction, fuel efficiency, weight reduction, and crashworthiness factors [1]. For these concerns, Advanced High Strength Steels (AHSS) were developed with the high strength-to-weight ratio at a moderate cost [2]. Among this category, Dual-Phase steels and their variants have proved that better formability and machinability for automotive structures [3]. Dual-phase 800 (DP800) steel consists of 70% ferrite and 30% marten-site phases which offers a high rate of work hardening, strength, and elongation. Thereby it proves its feasibility as high strength lightweight material for automobile structural frames [4]. The weight reduction in an automobile is required to achieve a lower rate of gas emission, fuel efficiency [5]. The high heat input in fusion welding leads to wider bead and heat affected zone (HAZ), solidification and HAZ cracking problems and distortion of alloy sheets [6,7,8,9,10,11,12]. In this investigation, resistance spot welding (RSW) is employed to overcome the heat input-related problems in fusion welding of AHSS DP800 steel such as HAZ softening, solidification cracking, micro fissuring in HAZ, and distortion which significantly lowers the joint performance [13]. It involves resistive heating of joining surfaces under pressure at a temperature less than melting point of parent metal. The RSW is widely used for joining sheet metal in automotive industries for fabricating automobile structural frames as it is economical, shop-friendly, and can be easily automated [14]. The weld nugget size and associated tensile shear strength are commonly used to check the quality of RSW joints. The microstructure and tensile shear strength of spot weld joints are influenced by RSW parameters such as welding current, welding time, and electrode pressure [15,16,17].
Manickam et al. [18] investigated the tensile shear fracture properties of friction stir spot welded AA6061 and copper alloy joints. Rajendran et al. [19] studied the fracture load properties of solution treated and artificially aged lap joints of AA2014-T6 alloy developed using friction stir welding process. Rajendran et al. [20] investigated the tensile shear fracture properties of riveted and friction stir welded AA2014-T6 lap joints. Liao et al. [21] studied the microstructure of RSW DP600 steel joints. The results revealed needle-like martensite in the fusion zone, which consists of primitive orthorhombic and face-centered cubic Chromium carbides (Cr3C2 and CrC). Zhao et al. [22] observed that Heat affected zone (HAZ) softening increases with the steel grades due to the higher martensite volume fraction of the base metal in stronger steels. Yuan et al. [23] investigated the nugget zone characteristics of dissimilar RSW (DP600 – DC54D) weld joints. The studies concluded, the nugget zone consists of lath martensite and intensive ferrite phases. The tensile shear strength has variable effects with changes in welding current. Kishore et al. [24] studied the weldability and failure behavior of bare and galvanized DP600 steel joints. The critical nugget diameter was found to be 4.4 mm nominal ensuring pull-out failure mode of fracture. With increased welding current and time, a diameter of nugget and load-carrying capability increased as well. Aslanlar et al. [25] analyzed the impact of welding time from 5 cycles to 15 cycles on resistance spot welded micro-alloyed steel. The optimized welding parameters yielded maximum tensile peel and shear strength values. The joint strength has increased with an indentation depth of approximately 15% of sheet thickness. Hernandez et al. [26] investigated the nanoindentation characteristics of HAZ and parent interface region in RSW DP steel joints. The results concluded the formation of tempered martensite (TM) in HAZ which led to lower hardness because of broken tempered martensite morphology towards the parent metal. Wan et al. [27] studied the effect of welding current parameters on spot-welded DP600 steel and found the direct effect of welding current on nugget size and strength of joint. It is confirmed through numerical model along nugget zones and temperature distribution of weld zone.
The experimental work on RSW of AHSS-DP800 thin sheets, so far, is limited. There is a lack of systematic investigation on evaluating the microstructural features of weld nugget zone and mechanical properties of AHSS-DP800 spot weld joints. This necessitates further research in RSW of AHSS-DP800 sheets. So, the main objective of this research paper is to evaluate the microstructural features of nugget zone using advanced characterization techniques and assess the mechanical performance for lap joint configuration required in automotive applications.
2 Experimental methodology
For this study, 1.6 mm thick cold-rolled AHSS-DP800 sheets were chosen as a parent metal. The chemical composition of AHSS-DP800 sheets is provided in Table 1. The mechanical properties of parent metal are provided in Table 2. The spot welds were developed employing the semi-automatic electrical Resistance Spot Welding machine. The photograph of RSW machine employed in this investigation is shown in Figure 1. A Conical type water-cooled electrode was used with 16 mm shank and 5 mm lid diameter respectively. The welding trials were performed to determine the working limits of process parameters.
Chemical composition (wt.%) of AHSS-DP800 steel
| C | Si | Mn | Cr | P | S | Ni | Mo | Ti | Fe |
|---|---|---|---|---|---|---|---|---|---|
| 0.146 | 0.88 | 1.500 | 0.025 | 0.007 | 0.0036 | 0.027 | 0.0018 | 0.0016 | balance |
Mechanical properties of AHSS-DP800 steel
| 0.2% offset Yield Strength (MPa) | Ultimate Tensile Strength (MPa) | Elongation in 50 mm gauge length (%) | Microhardness (HV) |
|---|---|---|---|
| 604 | 832 | 26 | 295 |

Photograph of RSW machine employed in this investigation
Table 3 shows the process parameters for finding the optimal conditions of RSW parameters for joining AHSS-DP800 lap joints. Response surface methodology (RSM) is commonly employed for optimizing process parameters [28]. It is a set of mathematical equations used to develop a design matrix for predicting the responses [29]. RSM is also utilized to fit the empirical relationships to data obtained from the developed design matrix [30]. The RSW parameters to attain maximum strength and nugget zone hardness are enumerated in Table 4.
Working limits of RSW parameters for joining AHSS-DP800 steel
| Parameter | Notation | units | Levels | ||||
|---|---|---|---|---|---|---|---|
| −1.68 | −1 | 0 | +1 | +1.68 | |||
| Welding current | WC | kA | 4 | 4.5 | 5 | 5.5 | 6 |
| Electrode pressure | EP | MPa | 3.5 | 3.75 | 4.0 | 4.25 | 4.5 |
| Welding time | WT | s | 0.5 | 1.0 | 1.5 | 2.0 | 2.5 |
Optimized RSW parameters for joining AHSS-DP800 steel
| Condition | WC (kA) | EP (MPa) | WT (s) | SL-TSFL (kN) | CL-TSFL (kN) | NZH (HV0.5) |
|---|---|---|---|---|---|---|
| Experimental | 5.0 | 4.0 | 1.50 | 21.70 | 17.65 | 589 |
| Predicted | 5.05 | 3.99 | 1.53 | 21.57 | 17.34 | 585 |
An empirical relationship was derived from the RSW parameters and validated by analysis of variance (ANOVA) to predict the SL-TSFL, CL-TSFL, and NZH of AHSS-DP800 sheet spot joints as given by equations 1, 2, and 3. The RSW parameters were designated as I, P, and T.
The spot weld joints were made for the straight lap and cross lap joint configurations as per ASTM – ANSI/SAE/AWS /D8.9 – 13a standards. The dimensions of straight lap tensile (SL-TSFL) and cross lap tensile shear fracture load (CL-TSFL) testing specimens are illustrated in Figure 2. The photograph of typical SL-TSFL and CL-TSFL specimens of RSW AHSS-DP800 joints is displayed in Figure 3. The shear fracture test performed under the servo motor enabled a universal testing machine with a maximum capacity of 1000 kN. For each welding condition, three TSFL specimens were prepared and the average of three was reported as final reading. The nugget of spot weld was cross-sectioned and subjected to metallography specimen preparation. A Vickers microhardness testing machine was used to measure microhardness across the weld nugget. The microhardness of weld nugget was measured on mirror-polished specimens of AHS-DP800 steel RSW joints. The hardness measurement was recorded from the weld nugget cross-section employing 0.5 kg load and 15 sec dwell time. The RSW lap joint was cut along the longitudinal direction of spot weld and mirror polished to finer finish.

Dimension of TSFL specimens: a) SL-TSFL and b) CL-TSFL

Photograph of typical TSFL specimens of RSW AHSS-DP800 joints: a) SL-TSFL; b) CL-TSFL
The mirror-polished metallographic specimens were etched using Villella’s reagent for analyzing the macro and microstructural features. It was developed as a mixed solution of 1gram picric acid, 5 ml HCl and 100ml ethanol. The macrostructure of AHSS-DP800 joints was analyzed using stereo zoom microscope. The microstructural features of weld nugget and HAZ were characterized using optical microscopy (OM), scanning electron microscopy (SEM), and transmission electron microscopy (TEM). The metallographic specimens for TEM were prepared according to the standard procedures. The EDS line analysis of weld nugget was performed to study the elemental changes and X-ray diffraction (XRD) results are also presented for the phase identification in the weld nugget region. The crystallographic nature was revealed from selective area diffraction patterns through TEM.
3 Results and discussion
3.1 Tensile shear fracture load
Figure 4 shows the photograph of fractured SL-TSFL and CL-TSFL specimens of DP800 steel joints for the optimized condition of RSW parameters. SL-TSFL specimens showed tearing mode failure initiated in HAZ of joints. The CL-TSFL specimens showed a partially pullout type of failure mode in DP800 steel RSW joints. The joints welded using optimized RSW parameters showed maximum SL-TSFL and CL-TSFL of 21.70 kN and 17.65 kN with 7% and 9% elongation respectively. The SL-TSFL of RSW DP800 steel joints is 22.94% higher than the CL-TSFL of joints. Thus, the load-carrying capability of RSW DP800 steel joints is superior in straight lap joint configuration than cross lap joint configuration.

Failure of optimized joint of RSW AHSS-DP800: a) SL-TSFL and b) CL-TSFL specimen
The failure energy for SL-TSFL and CL-TSFL joints was evaluated from the failure energy absorption equation.
Whereas, S – displacement at load, x – number of sampling experiments, X – maximum fracture load in kN. The shear fracture load and failure energy corresponding to elongation of both SL-TSFL and CL-TSFL joints are illustrated in Figure 5. The joints were observed to get failed by the failure energy of 85 kJ and 77 kJ in SL-TSFL and CL-TSFL specimens. The fractured surface of SL-TSFL and CL-TSFL specimens was analyzed by SEM as shown in Figure 6. The failure occurred in the periphery of the weld nugget due to severe plastic deformation. The fractured surface showed finer dimpled features in SL-TSFL and CL-TSFL specimens. The size of dimples has a significant effect on the mechanical and metallurgical properties of the welded joints. The dimple and microvoid size observed in fractured surfaces of SL-TSFL specimens is much finer whereas it was observed to be slightly coarser in CL-TSFL specimens. The CL-TSFL specimens revealed the presence of cleavage facet regions. It is mainly attributed to the presence of carbides. The breakage of carbides during the tensile shear loading provides the crack imitation and propagation path resulting in the formation of cleavage facet region and river pattern.

Failure energy of RSW AHSS-DP800 joints: a) SL-TSFL and b) CL-TSFL

SEM fractograph of TSFL specimens of optimized joint at lower and higher magnification: a) and b) LAP-TSFL; c) and d) CROSS-TSFL specimen
3.2 Microhardness
The microhardness of nugget zone (NZ) is directly propositional to SL-TSFL and CL-TSFL. Figure 7 shows the microhardness mapping of different regions of RSW DP800 steel joints. The hardness variation was observed in nugget zone (NZ), coarse-grained HAZ (CG-HAZ), and fine grained HAZ (FG-HAZ) of welded joints. The NZ showed higher hardness than HAZ and base metal. The NZ showed higher hardness of 589 HV0.5 which is much higher than base metal hardness of 295 HV0.5. The hardness variation was observed in HAZ of RSW joints due to change in grain size resulting in the formation of CG-HAZ and FG-HAZ. The CG-HAZ showed lower hardness than FG-HAZ. It is mainly attributed to the grain coarsening in CG-HAZ. The higher hardness of 584–589 HV0.5 in the NZ was associated with the formation of martensite structure due to the severe cooling rate associated with the process. The martensite formation in dual-phase steel is approximately from 40–120°Cs−1 [31, 32]. The severe elastic strain rate during the process assisted the softening of grains in CG-HAZ and initiated failure of the spot weld. The hardness plot and its corresponding contour maps revealed the hardness distribution around joints. It was evident from the distribution map that CG-HAZ regions showed less hardness when compared with FG-HAZ regions due to the fine grains associated with the latter. Due to the cooling rate of the process, the martensite formation was induced which attributed to the higher hardness in NZ compared to HAZ and base metal.

Microhardness mapping of weld nugget from the centre
3.3 Microstructural characteristics
Figure 8 displays the optical microstructure of DP 800 steel. It reveals the presence of ferrite along with martensite. The average grain size of ferrite phase and martensite phase is 7–9 µm and 3–7 µm respectively. The macrostructure of RSW spot joint of AHSS-DP800 steel is shown in Figure 9. The macrostructure showed no weld defects. The weld defects and imperfections were analyzed by the macrostructural characteristics of the weldments. Figure 10 displays the optical microstructure of DP800 steel spot weld at lower magnification showing different regions of weld. The optical microstructures of NZ, CG-HAZ, FG-HAZ at lower and higher magnification are shown in Figure 11. The SEM microstructure of nugget zone at lower and higher magnification, CG-HAZ and FG-HAZ are shown in Figure 12. The NZ microstructure shows dynamic recrystallization of grains exhibiting a columnar structure. This formation suggests the formation of martensite and bainite phases in the ferrite matrix during solidification. The superior TSFL and NZH in DP800 steel RSW joints are attributed to the evolution of needle/lath-like martensitic structure in nugget zone.

Optical microstructure of AHSS-DP800

Macrostructure of AHSS-DP800 RSW joints

Optical microstructure of weld nugget of RSW AHSS-DP800 joints showing NZ, CG-HAZ, FG-HAZ and BM regions

Optical microstructure of different regions of weld nugget of RSW AHSS-DP800 joints: a) NZ at 200X; b) NZ at 500X; c) CG-HAZ at 200X; d) CG-HAZ at 500X; e) FG-HAZ at 200X and f) FG-HAZ at 500X magnification

SEM micrograph of different regions of weld nugget: a) nugget zone at lower magnification; b) nugget zone at higher magnification; c) CG-HAZ; d) FG-HAZ
The CG-HAZ and FG-HAZ exhibit volumes of Tempered martensite (T α′) in the deformed region with columnar/needle/lath type martensite (α′) in the supercritical region. These phases induce the softening effect and accelerate the failure near the weld nugget. The region near the HAZ will exhibit high elastic distortion than farther regions. The average grain size of the martensite was in the range of 5–7 µm with a columnar profile. The grain morphology of the nugget and weld interface zones were classified based on grain sizes and orientations with columnar hard face martensite (α′) and tempered martensite structure (T α′) in alpha (α) ferrite matrix as discussed. The dissolution of high carbon content assisted the formation of these phases in fully deformed region [33]. The region formed due to heat dissipation next to HAZ regions composed of ferrite and Tempered martensite (Tα′) phases. The weld failure occurred in the subcritical cooling regions due to the presence of soft tempered martensite (Tα′).
Figure 13 displays TEM microstructural features of weld nugget: a) NZ; b) HAZ; c) SAD pattern of NZ and d) SAD pattern of HAZ. Figure 13a describes the columnar/needle/lath type martensite structure (α′) in the supercritical region of α matrix. Although Figure 13b indicates the sub-critical heat-affected (HAZ) region of dual-phase steel, which clearly shows the coarser grain structure. It contains a few volumes of Tempered martensite (T α′) in the deformed grain matrix. This will induce the softening effect nearer the weld joint, which is also used to correlate the failure pattern of the weldment. To reveal the crystallography orientations through the selective area diffraction patterns (SAD). it was observed from various regions of the spot weld such as dynamically recrystallization region (DRX), Coarser and finer grain heat affected regions (CG-HAZ & FG-HAZ). The nucleated grains are rapidly formed as a columnar grain at the inner core section associated with equiaxed grains at the outer core section. The observed diffracted crystallography patterns consisted of [101]α′ and [200]γ phases in Figure 13c and 13d. While the high cooling rate condition dissolution of high carbon content in the nugget zone forms carbide phases. This diffracted pattern revealed that intermetallic precipitates found were cementite (Fe3C) and manganese carbide (Mn3C). The cementite (η) phase was an orthorhombic crystal structure with lattice dimensions about a = 0.526 nm, c = 1.263 nm. Very few researchers were reported Mn content was induces the formation of retained austenite interweaves in the martensitic block. It will also assist the stability of the austenite phase in the subcritical region which induces the retained austinite and tempered martensite phase [33]. From the SAD patterns, the intermetallic precipitates cementite (Fe3C) and manganese carbide (Mn3C) were found which was formed due to the dissolution of high carbon content in the deformed regions [22]. Thus, cementite and manganese carbide structures were identified as orthorhombic and body-centered cubic with a = 0.526 nm, c = 1.263 and a = 0.458 nm, c = 0.963 nm lattice dimensions. The EDS results confirmed the Fe, Mn, Si, C elements and their percentage of the composition. The diffraction pattern and SAED patterns confirmed the presence of cementite and manganese carbide with [101], [200] and 2.00520 Å, 1.42582 Å from XRD and 101,
, 200,
from TEM results.

TEM microstructural features of weld nugget: a) NZ; b) HAZ; c) SAD pattern of NZ and d) SAD pattern of HAZ
3.4 Elemental and phase analysis
Energy Dispersive Spectroscopy (EDS) analysis was used to quantify the constitutional elements in the weldment. Figure 14 shows the EDS line scan analysis of weld nugget. The major elements in the spot-welded regions were Fe, Mn, C, and Si along with other traces. The X-ray diffraction (XRD) tool was used to categories the phase composition of the weldments. The XRD was working under the elemental diffraction angle and intensity of the atomic elements. The observed diffracted patterns peaks are in the form of two theta angles (2θ) vs. intensity. The XRD peaks were analyzed through pan analytical Xpert high score software to predict diffracted phases, miller indices, and D-spacing values. Figure 15 shows the XRD patterns of RSW DP800 steel joints. It discloses the presence of two peak intensity phases at the angle about 45.22° and 65.46°, and it was working under the Cu-Ka1 (1.540598 A). These peak intensities were rich in Fe (45.22°), and Mn (65.46°) assisted with minor elements presence of Carbon and Silicon. The possible phases found in a Nugget zone were Fe3C (cementite) and Mn3C (manganese carbide). The formation of this intermetallic phase is mainly due to the critical cooling rate that occurred in the nugget zone. Instead of this cementite phase, the weld failures occurred mainly due to the formation of Tempered martensite (Tα′) in the interfacial region of the coarser grain heat-affected region. Although the founded the miler indices and d-spacing values iron (Fe), manganese (Mn) rich phases about (101) and 2.00520 Å, (200) and 1.42582 Å. Also, the crystal diffraction is represented in pole figure texture in Figure 9b using the calculated ODF data in the diffraction. The crystal diffraction (XRD) phenomenon establishes a relation between atomic intensity (I) and deviation angle (2θ) [23]. The diffracted angles with corresponding miler indices and d-spacing values designated the phases as iron (Fe), Manganese (Mn), cementite (Fe3C), and manganese carbide (Mn3C).

EDS line scan analysis of weld nugget: a) Line scanning region; b) EDS spectrum

XRD Patterns for AHSS-DP800 joint
4 Conclusions
The AHSS DP800 sheet (1.6 mm thick) was joined successfully using the solid-state RSW process without cracking in welds and HAZ, porosity, and penetration defects encountered in resistance spot welding processes.
The RSW DP800 steel joints made using the welding current of 5.0 kA, electrode pressure of 4.0 MPa, and welding time of 1.50 s displayed maximum SL-TSFL of 21.7 kN, CL-TSFL of 17.65 kN, and NZH of 589 HV0.5 respectively.
The AHSS-DP800 joints were fractured by failure energy of 85 kJ and 77 kJ in SL-TSFL and CL-TSFL specimens respectively. The performance of AHSS-DP800 spot joints is superior in straight lap joint configuration than cross lap joint configuration.
The weld failure occurred in CG-HAZ as a result of lower hardness than weld nugget and base metal. It is due to the evolution of soft tempered martensite (Tα′) in CG-HAZ.
The weld nugget microstructure consisted of a needle/lath-like martensitic structure along with a ferrite matrix due to the critical cooling rate which is mainly responsible for superior strength and hardness of AHSS-DP800 spot weld joints.
Funding information:
The authors state no funding involved.
Author contributions:
All authors have accepted responsibility for the entire content of this manuscript and approved its submission.
Conflict of interest:
The authors state no conflict of interest.
Abbreviations
- AHSS
Advanced High strength Steel
- DP steel
Dual Phase Steel
- RSW
Resistance Spot Welding
- SSW
Solid State Welding
- NZ
Nugget Zone
- HAZ
Heat Affected Zone
- TSFL
Tensile Shear Fracture Load
- SL − TSFL
Straight Lap TSFL
- CL − TSFL
Cross Lap TSFL
- WNZH
Weld Nugget Zone Hardness
- OM
Optical Microscopy
- SEM
Scanning Electron Microscopy
- TEM
Transmission Electron Microscopy
- XRD
X-ray diffraction
- FG − HAZ
Fine Grain HAZ
- CG − HAZ
Coarse Grain HAZ
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© 2022 Chakkaravarthi Rajarajan et al., published by De Gruyter
This work is licensed under the Creative Commons Attribution 4.0 International License.
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Articles in the same Issue
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- 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
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- 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
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- 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
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- Improving the flexural behavior of RC beams strengthening by near-surface mounting
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- Numerical simulation to the effect of applying rationing system on the stability of the Earth canal: Birmana canal in Iraq as a case study
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