非连续子母块体理论模型研究(Ⅱ)：实例分析

Abstract

Abstract:

Based on the discontinuous sub-block model brought forward in the first part of this paper, the object-oriented numerical simulation program is developed with the Visual C++ program language. The feasibility, validity and precision of the numerical simulation program are proved through some classical validation examples. At last, the numerical simulation program is applied to the failure simulation of a masonry arch bridge. The advantages of discontinuous sub-block model to deal with the failure of material are proved by comparing with the simulation results from other methods and discussion.

Key words: discontinuous, sub-block, object-oriented, case analysis, masonry arch bridge, ultimate load

CLC Number:

0.242.1

WANG Shi-min，ZHU He-hua，CAI Yong-chang. A discontinuous sub-block model(Ⅱ):Case analysis[J]., 2010, 31(8): 2383-2388.

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A discontinuous sub-block model(Ⅱ):Case analysis

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