Effect of the selected parameters in idealizing material failures under tensile loads: Benchmarks for damage analysis on thin-walled structures

IF 1.1 Q4 MECHANICS Curved and Layered Structures Pub Date : 2022-01-01 DOI:10.1515/cls-2022-0021
A. Prabowo, Ridwan Ridwan, T. Tuswan, J. Sohn, E. Surojo, F. Imaduddin
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引用次数: 10

Abstract

Abstract The development of the global economy has led to a rise in ship traffic. As a result, the risk of accidents, such as collisions between ships and grounding, has also increased. Different failure criteria to capture these accidents have been introduced by researchers. Therefore, the purpose of this study was to determine the essential distinction between these failure criteria. The simulations suggest that failure criteria based on the maximum stress result in a slightly higher rupture strain value, greater crack propagation, and higher internal energy than those based on the maximum strain. Furthermore, using a larger mesh size compared with the size of the test specimen appears to greatly affect the validity of the simulation results.
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在拉伸载荷下理想化材料失效的选定参数的影响:薄壁结构损伤分析的基准
全球经济的发展导致船舶交通量的增加。因此,船舶与地面碰撞等事故的风险也增加了。研究人员引入了不同的失效准则来捕捉这些事故。因此,本研究的目的是确定这些失效标准之间的本质区别。模拟结果表明,与基于最大应变的破坏准则相比,基于最大应力的破坏准则产生了略高的破裂应变值、更大的裂纹扩展和更高的内能。此外,与试验试样的尺寸相比,使用更大的网格尺寸似乎会极大地影响模拟结果的有效性。
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来源期刊
CiteScore
2.60
自引率
13.30%
发文量
25
审稿时长
14 weeks
期刊介绍: The aim of Curved and Layered Structures is to become a premier source of knowledge and a worldwide-recognized platform of research and knowledge exchange for scientists of different disciplinary origins and backgrounds (e.g., civil, mechanical, marine, aerospace engineers and architects). The journal publishes research papers from a broad range of topics and approaches including structural mechanics, computational mechanics, engineering structures, architectural design, wind engineering, aerospace engineering, naval engineering, structural stability, structural dynamics, structural stability/reliability, experimental modeling and smart structures. Therefore, the Journal accepts both theoretical and applied contributions in all subfields of structural mechanics as long as they contribute in a broad sense to the core theme.
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