Crack propagation simulations in steel welded joints for off-road vehicles

Procedia Structural Integrity Pub Date : 2024-01-01 Epub Date: 2024-12-31 DOI:10.1016/j.prostr.2024.11.056
Venanzio Giannella , Alberto Campagnolo , Roberto Citarella , Giovanni Meneghetti
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Abstract

In a previous study, steel welded joints used in off-road vehicles and consisting of a pipe inserted into a plate through four intermittent fillet welds, were subjected to uniaxial fatigue testing. Two different joint configurations were examined: one with welds aligned (longitudinal joints) and the other with welds perpendicular (transverse joints) to the loading direction. The Peak Stress Method (PSM) was applied to estimate (i) the location where cracks would initiate and (ii) the fatigue life of the joints. The PSM correctly identified the crack initiation points, in agreement with the experimental observations. However, for the transverse joints, the experimental fatigue life was significantly longer than that predicted by PSM; this was attributed to the exceptionally long crack propagation phase that is inherently excluded by the PSM approach. On the other hand, the PSM provided an accurate estimation of the fatigue life for the longitudinal joints, for which the crack propagation phase was considerably shorter. To investigate such behaviour in more detail, crack propagation simulations have been performed in the present work using Abaqus® as FEM solver and FRANC3D® as pre- and post-processor. The fatigue crack propagation has been simulated for both joint geometries starting from a semi-circular pre-crack with depth ai = 0.1 mm and located at the experimental crack initiation location, up to final failure. The comparison of the trends of the crack driving force Ki as a function of the crack length a has allowed to justify the different crack propagation behaviour of longitudinal and transverse joints.
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非公路车辆钢焊接接头裂纹扩展模拟
在之前的一项研究中,用于越野车辆的钢制焊接接头(由一根管子通过四个间歇角焊缝插入板中组成)进行了单轴疲劳测试。研究了两种不同的连接结构:一种是纵向连接,另一种是垂直于加载方向的横向连接。应用峰值应力法(PSM)估计(i)裂纹产生的位置和(ii)接头的疲劳寿命。PSM正确识别了裂纹起裂点,与实验结果一致。然而,对于横向接头,实验疲劳寿命明显长于PSM预测;这是由于PSM方法固有地排除了异常长的裂纹扩展阶段。另一方面,PSM对裂纹扩展阶段较短的纵向节点的疲劳寿命提供了准确的估计。为了更详细地研究这种行为,在本工作中使用Abaqus®作为FEM求解器和FRANC3D®作为前后处理器进行了裂纹扩展模拟。模拟了两种接头几何形状的疲劳裂纹扩展过程,从深度为ai = 0.1 mm的半圆形预裂纹开始,位于实验裂纹起裂位置,直至最终失效。比较裂纹驱动力Ki随裂纹长度a的变化趋势,可以证明纵向和横向节理裂纹扩展行为的不同。
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