Cen Zhangzhi, G. Maier, G. Novati. BOUNDARY ELEMENT METHOD OF SOFTENING ANALYSIS FOR CONCRETE MATERIALS AND STRUCTURES[J]. Engineering Mechanics, 1992, 9(2): 59-67.
Citation:
Cen Zhangzhi, G. Maier, G. Novati. BOUNDARY ELEMENT METHOD OF SOFTENING ANALYSIS FOR CONCRETE MATERIALS AND STRUCTURES[J]. Engineering Mechanics, 1992, 9(2): 59-67.
Cen Zhangzhi, G. Maier, G. Novati. BOUNDARY ELEMENT METHOD OF SOFTENING ANALYSIS FOR CONCRETE MATERIALS AND STRUCTURES[J]. Engineering Mechanics, 1992, 9(2): 59-67.
Citation:
Cen Zhangzhi, G. Maier, G. Novati. BOUNDARY ELEMENT METHOD OF SOFTENING ANALYSIS FOR CONCRETE MATERIALS AND STRUCTURES[J]. Engineering Mechanics, 1992, 9(2): 59-67.
BOUNDARY ELEMENT METHOD OF SOFTENING ANALYSIS FOR CONCRETE MATERIALS AND STRUCTURES
In this paper the concrete material is considered as linear-elastic and isotropic but the fracture process is modelled according to the cohesive-softening crack idealization. A direct, collocation, multidomain boundary element method is employed and shown to be computationally effectivein the softening analysis. Sompe unmerical results were given and discussed.
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