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Failure assessment of cracked uni-planar square hollow section T-, Y- and K-joints using the new BS 7910:2013+A1:2015

机译:使用新的BS 7910:2013 + A1:2015对开裂的单平面方形空心截面T型,Y型和K型接头的失效评估

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This paper covers the validation of standard safety assessment procedure in the new BS 7910:2013+A1:2015 for cracked uni-planar square hollow section (SHS) T-, Y- and K-joints using the finite element analyses. The procedure is based on the failure assessment diagram (FAD) method. A completely new and robust finite element mesh generator is developed, and it is validated using the full-scale experimental test results. FAD curves are constructed using the elastic J-integral (Je), the elastic-plastic J-integral (Jep) and the plastic collapse load (Pc) values calculated using the 3D cracked models of the joints. The results reveal that the standard Option 1 FAD curve of the new BS code is not always safe in assessing the safety and integrity of cracked uni-planar SHS joints. Therefore, a penalty factor of 1.2 for plastic collapse load is recommended to move all the constructed Option 3 FAD curves above the standard Option 1 curve. The new Option 3 FAD curves are found to generate optimal solutions for cracked uni-planar SHS T-, Y- and K-joints.
机译:本文涵盖了在新的BS 7910:2013 + A1:2015中使用有限元分析对破裂的单平面方型空心截面(SHS)T型,Y型和K型接头进行的标准安全评估程序的验证。该过程基于故障评估图(FAD)方法。开发了一种全新的,健壮的有限元网格生成器,并使用全面的实验测试结果对其进行了验证。使用弹性J积分(Je),弹塑性J积分(Jep)和使用接头的3D裂纹模型计算的塑性塌陷载荷(Pc)值构造FAD曲线。结果表明,新的BS规范的标准选项1 FAD曲线在评估破裂的单平面SHS接头的安全性和完整性时并不总是安全的。因此,建议将塑性破坏载荷的惩罚因子设为1.2,以将所有构造的Option 3 FAD曲线移至标准Option 1曲线上方。发现新的选件3 FAD曲线可为破裂的单平面SHS T型,Y型和K型接头生成最佳解决方案。

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