材料科学
断裂韧性
复合材料
模式(计算机接口)
断裂(地质)
GSM演进的增强数据速率
沟槽(工程)
有限元法
强度因子
摩擦系数
结构工程
断裂力学
冶金
电信
计算机科学
工程类
操作系统
作者
Majid Bakhshizadeh,Sadjad Pirmohammad,Hamid Reza Karimi,M.R.M. Aliha
标识
DOI:10.1016/j.tafmec.2023.104247
摘要
In this paper, the effect of friction on the interactions between the supports and test specimen is investigated in the fracture tests under pure mode I, pure mode II, and pure mode III loadings. 3D finite element analyses are performed on the ENDB (edge-notched disc bend) specimen by modeling the friction at the interactions, and SIFs (stress intensity factors) are computed. The results show that friction affects the values of SIFs significantly. Next, mode I, mode II, and mode III fracture tests are performed on the ENDB specimens made of concrete by using three different supports including the R (roller), RG (roller-in-groove), and F (fixed)-supports. Based on the results, mode I, mode II, and mode III fracture toughness are considerably dependent on the type of supports. Such that the F-supports and R-supports show the highest and lowest values of the fracture toughness, respectively due to having the highest and lowest friction coefficients at the interactions. Finally, the friction coefficients at the interactions are computed for the mode I, mode II, and mode III loadings using the FE and experimental data. Accordingly, mode I fracture tests of the concrete are more sensitive to the friction coefficient at the interactions than the mode II and mode III ones.
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