首页> 外文会议>International Conference on Fracture and Damage Mechanics; 20060913-15; Harbin(CN) >Fatigue Strength Evaluation of the Load-Carrying Cruciform Fillet Welded Joints Using Hot-Spot Stress
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Fatigue Strength Evaluation of the Load-Carrying Cruciform Fillet Welded Joints Using Hot-Spot Stress

机译:利用热点应力评估承载十字形角焊缝的疲劳强度

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In this study, fatigue strength of load-carrying cruciform fillet welded joints were evaluated using a new method proposed by Yamada, for geometric or structural stress in welded joint, that is, one-millimeter stress below the surface in the direction corresponding to the expected crack path. Validity of the method is verified by analyzing fatigue test results for load-carrying cruciform welded specimens has different size of weld toe radius, leg length and plate thickness reported in literature. Structural stress concentration factor for I mm below the surface was calculated by finite element analysis for each specimen respectively. When compared to the basic fatigue resistance curve offered by BS7608, the one-millimeter stress method shows conservative evaluation for load-carrying cruciform fillet welded joints.
机译:在这项研究中,使用Yamada提出的一种新方法评估了承载十字形角焊缝的疲劳强度,该方法用于焊接接头的几何应力或结构应力,即在表面下方与预期方向对应的一毫米应力。裂纹路径。通过分析疲劳试验结果验证了该方法的有效性,该试验是在文献中报道的具有不同焊趾半径,支脚长度和板厚的承重十字形焊接试样中。通过有限元分析分别计算每个试样在表面以下1mm处的结构应力集中系数。与BS7608提供的基本抗疲劳性曲线相比,一毫米应力法显示了对承载十字形角焊缝接头的保守评估。

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