Выходит 6 номеров в год
ISSN Печать: 1543-1649
ISSN Онлайн: 1940-4352
Indexed in
Analytical and Numerical Study of the Size Effect on the Failure Response of Hierarchical Structures
Краткое описание
Recent interests in developing bio-inspired structures necessitate a better understanding of the onset and evolution of failure in hierarchical structures. With the use of different constitutive models, analytical and numerical studies are performed to explore the size effect on the structural failure response of bar members in a parallel arrangement. It is found from the analytical and numerical results that the shorter the member, the more likely for stable softening to occur if there is only one member in the system, and that the larger the member number in the system, the more energy dissipation is associated with the postlimit regime.
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Dai Hui-Hui, Zhu Xiaowu, Chen Zhen, An Analytical Study on the Post-Peak Structural Response, Journal of Applied Mechanics, 78, 4, 2011. Crossref
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Chen Zhen, Jiang Shan, Gan Yong, The “Inverse Hall-Petch” effect on the impact response of single crystal copper, Acta Mechanica Sinica, 28, 4, 2012. Crossref
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Altai Saif, Orton Sarah, Chen Zhen, Effect of the Post-Peak Behavior on Collapse of Structural Systems, Structures Congress 2019, 2019. Crossref
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Dong Hangyu, Zhu Wancheng, Hou Chen, Liu Xige, Load Transfer Behavior During Cascading Pillar Failure: An Experimental Study, Rock Mechanics and Rock Engineering, 55, 3, 2022. Crossref
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Altai Saif, Orton Sarah, Chen Zhen, Evolution of Localization Length during Postpeak Response of Steel in Tension: Experimental Study, Journal of Engineering Mechanics, 146, 7, 2020. Crossref