Ductile fracture is one of the main failure modes of metal structures, especially under ultra-low-cycle fatigue (ULCF) loading. To date, it is still difficult to accurately predict ULCF failure of welded steel structures. This paper aims to investigate mesh size and loading history dependency effects of a previously proposed cyclic ductile fracture model. The ductile fracture model is employed to simulate experimental results of welded T-joints under cyclic bending. A method to mitigate the mesh size and loading history dependency effects is proposed in this study, and is also employed to simulate the whole cracking processes of the specimens. The proposed method can predict the crack initiation with good accuracy, and there are still some deviations for the crack propagation simulation. In addition, it is found that the size dependency effect decreases rapidly as the characteristic length of the elements increases, and the loading history has a great effect on the fracture energy parameter in the cyclic ductile fracture model.
机构:
South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R ChinaSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
Kang, Lan
Ge, Hanbin
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机构:
Meijo Univ, Dept Civil Engn, Nagoya, Aichi 4688502, JapanSouth China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
Ge, Hanbin
Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2,
2016,
: 1557
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1563