Plate Thickness Research Articles

Microstructure, Recovery Stress and Mechanical Property of Direct Energy Deposition Welded Fe-Mn-Si Based Shape Memory Alloy

Direct Energy Deposition (DED) is one of the main methods of additive manufacturing in which a feedstock material in the form of powder or wire is delivered to a substrate while an energy source, such as laser beam or electron beam, is simultaneously applied to melt the feedstock. In addition to fabricating complex three-dimensional shapes using computer aided design, the DED laser welding process can be employed to fill complex shaped gaps between two objects. In this study, 3 mm thick Fe-based shape memory alloy plates with a 45° groove were welded by DED using high manganese steel powder filler. The process parameters including scan speed, hatch spacing, and layer thickness were fixed at values of 840 mm/min, 0.3 mm, 0.15 mm, respectively and laser power was varied during the welding process from 150 W to 300 W. Microstructures of the welds showed different shapes and quantities of defects such as cracks, pores and a lack of fusion depending on the laser power used. Laser power of 150 W showed crack-free weldment with the highest mechanical properties. The tensile strength and recovery stress of the welded sample were higher than the base metal, demonstrating the potential high performance of welding Fe-Mn-Si shape memory alloy components using the L-DED.

Analysis of electromagnetic force characteristics and wheelbase design of Maglev car based on double permanent magnet electrodynamic wheels

With the advantage of “suspension-drive” integration, the Maglev car has broad application prospects in fields, such as Maglev highways. Currently, a laboratory-scale Maglev car prototype has been built by one of the groups of Southwest Jiaotong University equipped with four permanent magnet electrodynamic wheels. A full-scale Maglev car is planned for design. The distance between the front and rear electrodynamic wheels (EDWs) of a Maglev car will directly affect the safety of the entire car system operation; therefore, it is necessary to explore the wheelbase design. This paper first analyzes the relationship between the electromagnetic force of double EDWs (DEDWs) and the wheelbase under the size of a scaled prototype through 3D simulation and verifies the effectiveness of the simulation model through experiments. Furthermore, the electromagnetic force characteristics of full-scale DEDWs were explored through finite element simulation methods. Finally, we provide the wheelbase design standards for the Maglev car of any size. The findings indicate that the electromagnetic force of DEDWs first rapidly decreases and then stabilizes with increasing wheelbase. The ratio of the inner and outer radius of the DEDWs, and the material and thickness of the conductor plate do not affect the critical value of the wheelbase, while the rotation speed and air gap of DEDWs are the parameters affecting the design of the wheelbase. This article provides a new idea for the wheelbase design of the Maglev car, which is expected to provide some reference for the structural design and parameter optimization of multi-EDW devices.

Structural Optimization Design of Vacuum Interrupter Based on Transient Electric Field Distribution

AbstractAs the core device of vacuum circuit breaker, the insulation performance of the interrupter is closely related to the internal structure. In this paper, the electric field distribution of arc interrupter under simulated lightning impulse overvoltage is studied. It is found that the instantaneous electric field intensity is at a high level and the electric field uniformity is poor under lightning impulse. In order to further improve the electric field distribution of the interrupter, this paper proposes a method based on the combination of neural network and particle swarm optimization (PSO) to optimize the important structural parameters of the interrupter. A neural network model was established with suspension shield length (L1), suspension shield radius (R1), end shield radius (R2), contact plate thickness (H1) and end shield length (H2) as inputs, and the maximum electric field strength and the uniformity of electric field on both sides of the static and dynamic contacts as outputs, respectively. The structure of the vacuum interrupter was optimized by PSO algorithm. The optimization results show that: When the structural parameters of the vacuum interrupter H1 are 4.6 mm, H2 is 20 mm, R1 is 3.6 mm, R2 is 3.4 mm and L1 is 110 mm, the electric field distribution of the interrupter is obviously improved, and the electric field distribution of the optimized structure can also be well improved under the power frequency operating voltage. Its electric field intensity between the electrode is significantly low. © 2024 Institute of Electrical Engineers of Japan and Wiley Periodicals LLC.

Three-dimensional peridynamic modeling of damage and penetration in composite plates exposed to localized explosive blasts

Localized failures in composites can lead to catastrophic consequences in some vehicles and systems, such as airplanes and submarines. The paper presents a new three-dimensional (3D) peridynamic model to explore the localized explosive effects on composite plates. The study utilizes the peridynamic method to simulate fractures and deformations in composite plates when exposed to localized explosive blasts. Accurate prediction of composites' performance during explosive blast events is crucial in the design process to avoid the deadly effects of their failures. This study highlights the following novelties: (1) We present, for the first time, a novel 3D mesh-free model to simulate the fracture and damage behavior of composite plates when exposed to explosive blasts; (2) The adopted numerical modeling technique enables highly efficient simulations of fractures and failures in composites when compared with other mesh-based numerical models; (3) We introduce a new mathematical framework to reflect the explosive pressure loads through different composite layers; (4) The study provides an accessible and efficient tool for engineers and researchers to enhance the design of composites in several industries instead relying on limited-access commercial software packages. In addition to the previous novelties, the paper presents a new parametric study that investigates the performance of several composite plates, such as titanium-aramid and aluminum-aramid composites, in explosive blast scenarios. Moreover, the roles of explosive mass and plate thickness in the failure mechanisms of composites are examined.

Static, free vibration, and buckling analysis of functionally graded plates using the dual mesh control domain method

In this paper, the Dual Mesh Control Domain Method (DMCDM) put forward by Reddy is applied to solve linear static, free vibration, and buckling problems of functionally graded plates modeled using the First-Order Shear Deformation Theory (FSDT). The material properties are assumed to vary continuously through the thickness of the plate according to a power-law. Formulations are presented for linear triangular (3-noded) and bilinear quadrilateral (4-noded) primal elements of arbitrary shape. The influence of the power-law exponents, length to thickness ratio, boundary conditions, and plate skewness on the numerical solution is systematically analyzed. Additionally, the numerical solutions using the DMCDM are compared against those from the Finite Element Method (FEM) to demonstrate the robustness of the DMCDM as a strong competitor to well-established numerical techniques such as the FEM.

Forced vibration assessment of moderately thick carbon nanotube-reinforced composite plates

Carbon nanotubes, distributed in composite sheets with various arrangements, can lead to the development of materials with functionally graded properties. In the present study, the method of spectral components was used to investigate the free vibration frequencies and dynamic responses of single-layer sheets reinforced with carbon nanotubes. The spectral component method offers significant advantages for high-frequency dynamic problems, as it requires fewer fine elements to solve boundary conditions. Based on the first-order shear theory, the governing equations of sheet vibration are derived. The discrete Fourier transform is applied to convert the differential equations from the time domain to the frequency domain. Using dynamic shape functions obtained from the exact solutions, the stiffness matrix of the spectral element is constructed. Dynamic frequency responses are then derived, and time-domain responses are obtained using the inverse Fourier transform. The study extracted the exact natural frequencies of functionally graded sheets and verified them with results from the literature, showing high accuracy with a minimal number of elements. The spectral finite element method of fundamental natural frequencies for different ratios of modulus of elasticity and width-to-thickness ratios obtained were investigated and compared with the results of research. The forced vibration was addressed, demonstrating that the method efficiently captures dynamic responses under different carbon nanotube distributions, with spectral displacements verified through numerical comparison. These findings demonstrate the capability and efficiency of the spectral finite element method for analyzing carbon nanotube-reinforced composite plates.

Fibroblast growth factor 7 (FGF7) causes cartilage destruction, subchondral bone remodeling, and the premature growth plate closure in mice

ObjectiveFibroblast growth factor (FGF) signaling plays a significant role in osteoarthritis (OA) pathogenesis, though the OA-related functions of only a few FGFs have been fully elucidated. This study investigates the specific roles of FGF7 in OA development. MethodsFGF7 expression was analyzed in human (n=6) and mouse (n=10) cartilage. Experimental OA was induced by destabilization of the medial meniscus (DMM). The roles of FGF7 were explored using intra-articular (IA) injection of recombinant FGF7 (rFGF7) and whole-body Fgf7 knockout mice (Fgf7-/-). Subchondral bone remodeling and growth plate morphology were assessed microCT and histological analysis. ResultsFGF7 was upregulated in OA cartilage. IA injection of rFGF7 led to OA cartilage destruction (OARSI grade; 0.61 [95% CI 0.00–5.33]), while Fgf7-/- mice showed reduced DMM-induced cartilage erosion (OARSI grade; 1.89 [95% CI 1.08–3.00]) compared to WT mice (4.92 [95% CI 3.83–5.33]). These effects were associated with changes in matrix-degrading enzyme expression in chondrocytes. Mice receiving IA injection of rFGF7 (20 μg) exhibited increased subchondral bone thickness (68.01 μm [95% CI 61.55–74.46]) and decreased osteoclastogenesis (TRAP positivity; 1.94% [95% CI 1.41–2.47]) compared to controls (38.33 μm [95% CI 33.71–42.96]) and (4.23% [95% CI 3.28–5.19]), respectively. Additionally, rFGF7 treatment caused premature closure of growth plates, whereas Fgf7-/- mice exhibited significantly increased growth plate thickness. ConclusionsFGF7 exerts multiple functions in various joint tissues, including promoting cartilage destruction, inducing subchondral bone remodeling (SBP thickening), and triggering premature growth plate closure.

Model based ranking of the influence of geometry and materials on the dynamical behavior of the violin highlights predominance of geometrical choices

When considering the vibroacoustical behavior of the family of violin instruments, especially related to their construction, numerous beliefs and theories coexist that are not necessarily compatibles between each other. More specifically, the resulting sound or dynamics of the instrument are associated to tonewood properties and geometry, but with ranking and weights that vary according to beliefs and testimony of makers. This study presents an approach to understanding the relative influence of both geometrical and material properties on the vibrational dynamics of the violin. By conducting a screening analysis, using finite element method based computations of a complete violin, we explore impact of maker’s choices during the construction process. The results highlight that the dynamical behavior of the violin is mainly depending on geometrical choices, such as thickness of back and top plate or f-holes shapes, rather than the complete variability of properties of tonewoods. Therefore, the wood selection appears to be a second order effect compared to other luthier’s choices, supporting a craftsmanship practice and can pave the way to the use of lower grade woods, which are more in adequacy with what the resource can offer. This work offers new insights that can assist violin makers in optimizing their design choices and adapting to sustainable material use without compromising subsequent behavior.

DESAIN KONTRUKSI KAPAL RISET POLBENG BERBAHAN DASAR PLASTIK HDPE

The Polbeng Research Vessel is a ship owned by the Department of Naval Architecture at the Bengkalis State Polytechnic. This vessel is designed using High-Density Polyethylene (HDPE) plastic material. As this is a new material in shipbuilding, further calculations and construction designs are needed in the development of the ship. The construction calculation method used refers to the regulations of Det Norske Veritas (DNV) and the Indonesian Classification Bureau (BKI). The calculation results show that the hull thickness is 10 mm, and all hull construction also uses 10 mm thick plates. The longitudinal strength of the vessel is designed with two side girders located at the bottom of the ship, and it is not equipped with a center girder.

Performance of concrete-filled steel tubular stub columns reinforced with annular stiffener under axial compression: Experiment, simulation and design

This paper presents a study focusing on the structural behavior of a newly developed concrete-filled steel tubular (CFST) stub column reinforced with annular stiffener under axial compression. The annular stiffener is fabricated by curved steel plate with the circumferential plate serving as the connecting interface. The compression test was carried out on the new composite column and CFST counterparts, and the experimental findings reveal that the columns demonstrate superior capacity, stiffness and ductility than CFST columns. A validated finite element (FE) model was developed to comprehensively analyze the mechanism of composite action between components. Besides, parametric analyses were conducted to explore the influence of different parameters on the axial behavior of the members. Then, a physical and mechanical model with consideration of stiffener-contributions is proposed to predict the axial strength of stub columns. The results demonstrate that the FE modeling developed simulates well the structural behavior of the composite columns. The parametric studies suggest that the utilization of high-strength and thick wall-thickness circumferential plate is inefficient and uneconomical. Furthermore, the comparison results show the proposed design model possesses high accuracy and is in good agreement with both experimental and numerical results.

Preoperative Evaluation of Lingual Cortical Plate Thickness and the Anatomical Relationship of the Lingual Nerve to the Lingual Cortical Plate via 3T MRI Nerve-Bone fusion.

To evaluate the reliability of 3 T MRI nerve-bone fusion in assessing the lingual nerve (LN) and its anatomical relationship to the lingual cortical plate prior to the impacted mandibular third molar (IMTM) extraction. The MRI nerve and bone sequences used in this study were 3D-T2-weighted fast field echo (3D-T2-FFE) and fast field echo resembling a CT using restricted echo-spacing (FRACTURE), respectively. Both sequences were performed in 25 subjects, and the resulting 3D-T2-FFE/FRACTURE fusion images were assessed by two independent observers. Semi-quantitative analyses included assessments of overall image quality, image artifacts, nerve continuity, and the detectability of five intermediate points (IPs). Quantitative analyses included measurements of the lingual cortical plate thickness (LCPT), vertical distance (V1* and V2*) and the closest horizontal distance (CHD) between the LN and the lingual cortical plate. Reliability was evaluated using weighted Cohen's kappa coefficient (κ), intraclass correlation coefficient (ICC) and Bland-Altman plots. Differences in LCPT between 3D-T2-FFE/FRACTURE fusion images and one-beam computed tomography (CBCT) were compared using independent samples T-tests or Mann-Whitney U tests. The fusion images demonstrated that the LN continuity score was 3.00 (1.00) (good), with 88% (44/50) of LNs displayed continuously to the IMTM level. Intra-reader agreement for nerve continuity was moderate (κ = 0.527), as was inter-reader agreement (κ = 0.428). The intra-reader and inter-reader agreement for LCPT measurements at the neck, mid-root and apex of the IMTM were all moderate (ICC > 0.60). Intra-reader agreements for V1*, V2* and CHD were moderate to excellent (ICC = 0.904, 0.967 and 0.723, respectively), and inter-reader agreements for V1*, V2* and CHD were also moderate to excellent (ICC = 0.948, 0.941 and 0.623, respectively). The reliability of LCPT measurements between 3D-T2-FFE/FRACTURE fusion and CBCT was moderate (ICC = 0.609-0.796). The 3D-T2-FFE/FRACTURE fusion technique demonstrated potential feasibility for the identification of the LN and its relationship to the lingual cortical plate, as well as for the measurement of LCPT. This study has generated a dataset that is capable of simultaneously defining the LN and LCPT.

Advanced Dynamic Vibration Control Algorithms of Materials Terfenol-D Si3N4 and SUS304 Plates/Cylindrical Shells with Velocity Feedback Control Law

A numerical, generalized differential quadrature (GDQ) method is presented on applied heat vibration for a thick-thickness magnetostrictive functionally graded material (FGM) plate coupled with a cylindrical shell. A nonlinear c1 term in the z axis direction of a third-order shear deformation theory (TSDT) displacement model is applied into an advanced shear factor and equation of motions, respectively. The equilibrium partial differential equation used for the thick-thickness magnetostrictive FGM layer plate coupled with the cylindrical shell under thermal and magnetostrictive loads can be implemented into the dynamic GDQ discrete equations. Parametric effects including nonlinear term coefficient of TSDT displacement field, advanced nonlinear varied shear coefficient, environment temperature, index of FGM power law and control gain on displacement, and stress of the thick magnetostrictive FGM plate coupled with cylindrical shell are studied. The vibrations of displacement and stress can be controlled by the control gain algorithms in velocity feedback control law.

KARAKTERISASI KEKUATAN GESER DAN STRUKTUR MIKRO HASIL SPOT WELDING PELAT BAJA KARBON RENDAH

Spot welding is a joining method that utilizes thermal energy generated by the resistance of electric current. Research was conducted to determine the effect of plate thickness, current and welding time on the characteristics of spot welding results. Spot welding was performed on low carbon steel plates of 0.8 mm, 1.5 mm and 1.8 mm thickness with current (50, 60, 70, 80 amperes) and welding time (10, 15, 20 seconds). Characterization of the spot welds was done by shear test (ASTM D1002-10) and observation of macro and micro structure (ASTM E3-11) and failure surface of the specimens. From the research conducted, it is known that the average shear strength increases with decreasing plate thickness, increasing welding current and decreasing welding time. The highest average shear strength of 502,772 N/mm2 was obtained with a plate thickness of 0.8 mm, a welding current of 70 A, and a welding time of 10 seconds. For thin plates, most of the shear test specimens failed in the area of the heat affected zone, while for thick plates, most of the shear test specimens failed in the area of the nugget spot weld.

Study on Flexural Capacity of UHPC-NC Composite Slab with Reinforced Truss in the Normal Section

Ultra-high-performance concrete (UHPC) exhibits significantly higher tensile strength compared to normal concrete (NC). In this paper, the application of UHPC to the precast base plate of composite slabs was proposed, leading to the development of a reinforced truss UHPC-NC composite slab. This approach effectively enhanced the crack resistance of the slab. A finite element model (FEM) for the reinforced truss UHPC-NC composite slab was developed based on the ABAQUS (2016) platform, using appropriate material constitutive relationships for UHPC, NC, and steel reinforcement. The validity of the model was verified through comparison with relevant test results. Subsequently, the effects of parameters such as the cross-sectional area of the upper and lower truss chords, the reinforcement ratio of the precast base plate, the strength grade of the UHPC base plate, and the thickness of the UHPC base plate on the flexural capacity of the UHPC-NC composite slab were investigated. Finally, the equations for calculating the flexural capacity of the UHPC-NC composite slab were proposed. It was found that increasing the cross-sectional area of the lower truss chord improved the flexural capacity and stiffness of such slabs to some extent, though ductility was slightly reduced. On the other hand, increasing the upper chord cross-sectional area had limited impact on the flexural performance. Increasing the reinforcement ratio of the longitudinal reinforcement in the precast base plate significantly enhanced the load-bearing capacity and stiffness but similarly reduced ductility. As the UHPC grade of the precast base plate increased, the cracking load, yield load, and ultimate load of the slab also increased. However, when the UHPC grade exceeded C120, the improvement in flexural capacity became less significant. With an increase in thickness of the precast UHPC base plate, cracking, yield, and ultimate loads also rose, but ductility decreased. When the thickness of UHPC exceeded 60 mm, the increase in flexural capacity became modest. The proposed equations for calculating the flexural capacity of the reinforced truss UHPC-NC composite slab in the normal section agreed well with simulation results, providing theoretical and numerical support for the design and analysis of UHPC-NC composite slabs.

Intelligent Perception and Seam Tracking System for Thick Plate Weldments Based on Constant-Focus Optical Path

To achieve efficient and accurate thick plate welding, as well as to precisely extract and plan the paths of complex three-dimensional weld seams in large steel structures, this study introduces a novel vision-guided approach for robotic welding systems utilizing a constant-focus laser sensor. This methodology specifically targets and mitigates several critical shortcomings inherent in conventional vision-guided welding techniques, including limited detection ranges, diminished precision in both detection and tracking, and suboptimal real-time performance. For preprocessed weld images, an improved grayscale extreme centroid method was developed to extract the center of the light stripe. Furthermore, a sophisticated feature point extraction algorithm, which integrates a maximum distance search strategy with a least-squares fitting procedure, was developed to facilitate the precise and timely identification of weld seam characteristic points. To further optimize the outcomes, a cylindrical filtering mechanism was employed to eliminate substantial discrepancies, whereas local Non-Uniform Rational B-Spline (NURBS) curve interpolation was utilized for the generation of smooth and accurate trajectory plans. A spatial vector-based pose adjustment strategy was then implemented to provide robust guidance for the welding robot, ensuring the successful execution of the welding operations. The experimental results indicated that the proposed algorithm achieved a tracking error of 0.3197 mm for welding workpieces with a thickness of 60 mm, demonstrating the method’s substantial potential in the manufacturing sector, especially in the domain of automated welding.

On a fully three-dimensional bending analysis of very thick smart composite cube-like bulk structures

Here we discuss the behaviour of very thick composite plates considering electro-magneto-elastic coupling of various types using fully three-dimensional (3D) kinematics. Published research highlights a lack of studies on the 3D mechanics of smart composite plates that integrate both higher-order (flexoelectric/flexomagnetic) and lower-order (piezoelectric/piezomagnetic) multiple physical fields (electro-magneto-elastic). The common approach to achieving the targeted and desired mechanical behavior within such composites could involve using structural elements. This gap can potentially be addressed by amalgamating the term ∂/∂z with the 2D governing equations of plates. This expression indicates alterations in thickness, in which z is the coordinate dedicated to the thickness. The governing equations can be created by operating on the variational method which enables us to establish and settle the 3D bending equations of the bulk structure. The pointed-out equations have been influenced by the implementation of additional hypotheses, such as von Kármán’s strain and complicated 3D tensor relations. Inserting the term ∂/∂z into the mathematical model renders that the analytical solution techniques are unable to assist us in obtaining numerical results. Consequently, a semi-analytical solving method grounded on the polynomial phrases facilitates the acquisition of the required solution. This fully 3D bending study of very thick piezocomposite cube-like bulk structures (CBS) can be an original reference in the field of mechanics of intelligent plate-like structures.

Flexural performance of a novel bolted inter-module connection affected by corner fitting openings

Modular Steel Buildings (MSBs) are innovative structures composed of prefabricated components. The inter-module connections (IMCs) are crucial for convenient on-site assembly and overall structural integrity. Numerous IMCs exhibit openings in corner fittings to provide construction space, which reduces the strength and stiffness. The effect of these openings on flexural performance, however, remains unquantified. This study, therefore, examines the impact of opening size on the flexural performance of corner fittings, using a novel bolted IMC as an example. Flexural performance was assessed using horizontal monotonic loading tests on three specimens, with variables including box length and opening size. The failure modes, load-displacement curves, rotational stiffness, and strain responses were obtained. Subsequently, a detailed finite element (FE) model, validated against experimental data, enabled a parametric analysis on bolt sizes, end plate thickness, and opening width. Parametric analysis indicates that increasing the end plate thickness from 14 mm to 20 mm raises ultimate load-bearing capacity by 85.51 % and stiffness by 82.95 %. Theoretical formulas based on yield line theory and the component method were derived to evaluate yield load-bearing capacity and initial rotational stiffness of IMCs, considering the effect of opening size. Comparsion of these formulas with experimental and FE model resuts demonstrated good accuracy, with deviations of 9.96 % for initial rotational stiffness and 12.13 % for yield load capacity, respectively. Finally, the working mechanism by which openings influence the flexural performance of IMCs is further discussed and clarified.

Numerical simulation of fracture patterns in roof strata with different thicknesses

Roof breaking is the root cause of rock burst and mine earthquake. However, the classical “thin plate theory” and “thick plate theory” cannot fully reveal the mechanical mechanism of the influence of roof thickness-span ratio on the fracture mode. In this paper, based on the cohesive element technology, the mechanical behavior of cohesive element failure was studied according to the maximum nominal stress criterion and BK fracture criterion, and the fracture mechanical behavior of roofs with different thicknesses fixed on four sides under uniform load was numerically simulated. The fracture pattern and the maximum principal stress evolution laws of roofs with different thicknesses were obtained. The results show that there are three fracture modes of the plates with different thickness: pure tensile fracture mode at the bottom surface, mixed fracture mode around the “X” shape crack, and pure shear fracture mode along the long edge boundary. The crack morphology of thin plate is the transverse “O−X” type, and the crack morphology of thick plate is the “O−❋” type. With the increase of thickness, the tensile-shear mixed failure mode gradually changes from the tensile dominant to the shear dominant.

Structural Analysis of the Geometric Alternatives of Double-Bottom Floor Plates of a Panamax-Class Container Ship

To reduce weight and simplify maintenance, ship structures frequently include openings and cutouts. While these features offer practical advantages, they can weaken the structural integrity of key components. This study explores the effects of these geometric discontinuities on the double-bottom floor plates of a Panamax-class container ship under axial and transverse loads. Through numerical simulations and experimental testing, we analyzed different cutout configurations and stiffening strategies to assess their impact on stress distribution, plate thickness, and fatigue behavior. The results reveal that side cutouts significantly increase stress, particularly under transverse loads, while central openings have less impact. Additionally, increasing plate thickness consistently reduces stress levels across all models, improving structural durability. Fatigue analysis shows that certain stiffening configurations, particularly those with longitudinal stiffeners in the bottom plates, enhance fatigue life. These findings offer critical design insights for optimizing hull structures, balancing weight reduction with strength improvement. This study provides valuable recommendations for reducing stress concentrations and extending the fatigue life of ship components, contributing to more efficient and safer ship designs.

Investigation into welding residual stress of high-performance-steel Q500qE welded-joint

This study investigates the welding residual stress (WRS) spatial distribution in a high-performance steel (HPS) Q500qE unequal-thickness butt-welded joint of steel bridge tower. The hole-drilling and contour methods were used to measure the initial residual stress (IRS) of the base material and WRS in the welded joint. Additionally, the welding process was simulated using ABAQUS, incorporating IRS of base material to study WRS of welded joint. The comparison between measured and simulated WRS showed good agreement, validating the simulation's effectiveness and accuracy. The results reveal that simulated longitudinal and transverse WRSs (LWRS and TWRS) on the top and bottom surfaces indicate high tensile stresses in the weld region, exceeding the measured yield strength of the Q500qE steel. These stresses decrease and transition to compressive states as the distance from the weld increases. LWRS contours show a high tensile stress region along the plate thickness in the weld. Away from the weld, the LWRS is compressive at the surface layer and tensile in the interior zone, especially in the 56 mm-thick base material. The simulated TWRS shows high tensile stress primarily at the weld surface layer, with compressive stress mainly in the surface layer of the 56 mm-thick base material. Compared to vertical WRS (VWRS), the simulated LWRS and TWRS with IRS show higher stress levels and significant stress gradients.