使用 HCSP 试样对哈辛大理石进行平面内混合模式脆性断裂评估

H. Salavati, Zuhair Moqadaszadeh, Morteza Rashidi Mogaddam
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摘要

本手稿的主要目的是利用最小应变能密度(SED)准则的广义形式,研究 T 应力项(T)对面内混合模式加载的裂纹扩展角(CPA)和断裂韧性的影响。该广义准则考虑了威廉姆斯应力场的第一个非奇异项以及传统应力强度因子(SIF)的影响。由白色哈辛大理石组成的孔裂方形板(HCSP)试样被广泛用于平面内混合模式断裂研究。HCSP 是一种包含两条裂缝的方形板,这两条裂缝沿试样中心孔的圆周相互布置。然后,将使用拟议几何形状进行混合模式断裂测试的实验结果与传统 SED 形式和广义 SED 形式的理论结果进行比较。结果表明,与 SED 准则相比,包含 T 的广义准则与实验观察到的面内混合模式断裂结果基本一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
In-Plane Mixed-Mode Brittle Fracture Assessment of Harsin Marble Using HCSP Specimen
The primary objective of this manuscript is studying the effect of T-stress term (T) on the crack propagation angle (CPA) and fracture toughness of in-plane mixed mode loading by utilizing a generalized form of minimum strain energy density (SED) criterion. The generalized criterion considers the influence of the first non-singular term of the Williams stress field as well as the conventional stress intensity factors (SIFs). A specimen known as a holed-cracked square plate (HCSP) composed of white Harsin marble is used for a wide range of in-plane mixed-mode fracture studies. HCSP is a square plate containing two cracks that are placed along each other in the circumference of a hole at the center of the specimen. The experimental results from mixed-mode fracture test by using proposed geometry are then compared with the results obtained theoretically from the conventional and generalized form of SED. It is demonstrated that the generalized criterion which includes the T, is substantially in agreement with the experimentally observed in-plane mixed-mode fracture results when compared to the SED criterion.
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