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Utilization of splitting strips in fracture mechanics tests of quasi-brittle materials

机译:采用分裂条在准脆性材料骨折力学试验中的分裂条

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摘要

In this study, utilizing the boundary collocation approach based on the generalized Westergaard formulation developed by Sanford, alternative splitting strips with various ratios of length/depth, L/h = 0.5, 0.75, 1.25, and 1.5, were first discussed for fracture mechanics of quasi-brittle materials for different load-distributed widths. By modifying Sanford's approach, some formulae calculating the tensile capacity of materials were subsequently proposed for strips without notches. To determine the simulating capacity of the split-tension strips on the fracture behavior of quasi-brittle materials, the formulas derived in this study were also applied to a popular fracture approach, the two-parameter model (TPM) in concrete fracture. As a result of the stress analysis based on this application, a square prismatic specimen type with edge crack was proposed to determine the fracture parameters of quasi-brittle materials. Subsequently, an experimental investigation on splitting cubes with edge cracks (L/h = 0.5) was performed. The analysis of this specimen based on TPM yielded viable and promising results.
机译:在本研究中,利用基于Sanford开发的广义韦斯特德制剂的边界搭配方法,首先讨论用于骨折力学的替代分裂条带有各种长度/深度,L / H = 0.5,0.75,1.25和1.5的用于不同负载分布宽度的准脆性材料。通过修改桑福德的方法,随后提出了一些计算材料拉伸能力的公式,用于没有缺口的条带。为了确定分裂张力条的模拟容量对准脆性材料的裂缝行为,该研究衍生的式也适用于普遍的裂缝方法,混凝土骨折中的双参数模型(TPM)。由于基于该应用的应力分析,提出了一种具有边缘裂纹的方形棱柱样本类型,以确定准脆性材料的断裂参数。随后,进行对具有边缘裂缝(L / H = 0.5)的分裂立方体的实验研究。基于TPM的该样本的分析产生了可行和有前途的结果。

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