Three-dimensional mixed-mode stress intensity factor solutions for inclined surface cracks in plate structures subjected to uniaxial and biaxial uniform tensile loading

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Hakan Şahin, Ali O. Ayhan, M. Faruk Yaren
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Abstract

This study presents normalized three-dimensional mixed-mode stress intensity factor (SIF) distributions for inclined surface cracks in finite-thickness plates under uniaxial tension. Inclination angle, aspect ratio and ratio of crack depth to plate thickness were chosen as variable parameters affecting the problem. Mixed-mode SIFs distributions are given comparatively with independent graphs for different combinations of parameters and their effects are also examined separately. The results indicate that at a constant ratio of a/c, magnitude of the normalized mode-I SIF increases with increasing ratio of a/t and decreases with increasing inclination angle, while mode-II and mode-III SIFs increase up to a specific value of inclination angle and decrease afterwards. Having compiled an extensive solution library of mixed-mode SIFs, as functions of the aforementioned parameters, regression-based equations are also generated for the crack front's free surface and deepest penetration points. It is also presented, using the principle of superposition, that the given solutions can be used for inclined surface cracks in thin-walled plate structures, such as thin-walled cylindrical pressure vessels, ship and other marine structures subjected to biaxial uniform tensile loading.

单轴和双轴均匀拉伸加载下板结构倾斜表面裂缝的三维混合模式应力强度因子解法
本研究介绍了单轴拉伸条件下有限厚度板中倾斜表面裂缝的归一化三维混合模式应力强度因子(SIF)分布。选择倾角、纵横比和裂纹深度与板厚之比作为影响问题的可变参数。给出了不同参数组合的混合模式 SIF 分布比较图,并分别研究了它们的影响。结果表明,在 a/c 比值不变的情况下,归一化模式 I SIF 的大小随 a/t 比值的增大而增大,随倾角的增大而减小,而模式 II 和模式 III SIF 在倾角达到特定值时增大,之后减小。在编制了大量混合模式 SIF 的解法库后,作为上述参数的函数,还生成了基于回归的裂缝前沿自由表面和最深穿透点方程。此外,利用叠加原理,还介绍了给出的解决方案可用于薄壁板结构中的倾斜表面裂缝,如承受双轴均匀拉伸载荷的薄壁圆柱形压力容器、船舶和其他海洋结构。
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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