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FEM ANALYSIS OF THERMAL STRESS DISTRIBUTION NEAR THE CRACK TIP BASED ON FCM CONCEPT

机译:基于FCM概念的裂纹尖端附近热应力分布的有限元分析

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Based on the Fictitious Crack Model (FCM) and Duan- Nakagawa's Model concepts, Some model fracture problems with the fracture process zone subjected to uneven change of temperature are analyzed in this paper. Except the fracture process zone, the whole specimen is assumed as elastic. According to the linear relationship of stress and crack opening displacement on the process zone (the tensile strain softening curve), the fictitious free-mass springs whose stiffness varies with the displacement on the nodes of the fictitious crack, are added on the process zone. Controlled by the tensile strength f1 and the critical crack tip opening displacement (CTOD <,C>), the stress and the displacement distribution, the fracture process zone initiation and development of the concrete specimen with the general load increasing are analyzed by the finite element method. As a practical example, the whole fracture processes is simulated, which is an edge notched beam with simply supported or fixed at two ends subjected to the temperature difference between the top and the bottom faces. The results show that the calculation is stable and holds some reference values in the practical civil engineering.
机译:基于虚拟裂缝模型(FCM)和段中川模型的概念,分析了温度变化不均匀的断裂过程带的一些模型断裂问题。除断裂过程区外,整个试样均假定为弹性的。根据应力与裂纹在加工区上的位移的线性关系(拉伸应变软化曲线),在加工区上添加了虚拟的自由弹簧,其刚度随虚拟裂纹节点上的位移而变化。通过抗拉强度f1和临界裂纹尖端张开位移(CTOD <,C>)的控制,通过有限元分析了混凝土试样在总体荷载增大的情况下的应力和位移分布,断裂过程带的产生和发展。方法。作为一个实际示例,将模拟整个断裂过程,该过程是受顶部和底部表面之间的温度差影响而在两端简单支撑或固定的边缘缺口梁。结果表明,该计算方法是稳定的,在实际土木工程中具有一定的参考价值。

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