故障评估
结构工程
约束(计算机辅助设计)
张力(地质)
边距(机器学习)
断裂(地质)
断裂韧性
断裂力学
弯曲
接头(建筑物)
材料科学
法律工程学
工程类
可靠性工程
计算机科学
复合材料
机械工程
极限抗拉强度
机器学习
作者
Johan Maljaars,Árpád Rózsás,Carey L. Walters,Henk Slot
标识
DOI:10.1016/j.engfracmech.2022.108446
摘要
The failure assessment line (FAL) describes the interaction between plastic failure and fracture of flawed steel components subjected to tension or bending. This paper quantifies the model uncertainty of the FAL as provided in the internationally used British Standard BS 7910:2019 by comparing the assessment with the actual failure load of 82 wide plate and 4 tubular joint tests. In line with findings of others, it is demonstrated that the accuracy of the assessment is significantly improved if the crack tip constraint is considered in the assessment. Irrespective of this crack tip constraint consideration, a non-negligible number of wide plate tests has a lower failure load than the one predicted by the FAL in BS 7910:2019, if based on three fracture toughness tests. A penalty or safety margin on the FAL is advocated to compensate for this. It appears advantageous to base the assessment on the average instead of the minimum of three equivalent fracture mechanics tests together with an associated (quantified) safety margin.
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