SEMI-ANALYTICAL ELEMENT METHOD FOR CONCRETE CRACK PROPAGATION BASED ON BILINEAR COHESIVE FORCE MODEL

摘要：

The stiffness matrices and external force vectors of ring and circular singular hyper-analyticalelement are formulated by substituting basic analytical solutions into variational equation in Hamiltonian form. The assemblage of the two hyper-analytical-elements leads to a precise description of the displacement and stress fields in the vicinity of crack tip for a cracked plane acted a bilinear cohesive force on the crack surfaces. Numerical results of benchmarks show the efficiency and accuracy of the method.

作者: ZHENG Chang-liang WANG Cheng-qiang

作者单位: Electromechanics & Materials Engineering College, Dalian Maritime University, Dalian, 116026, China Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute, 34 Hujugua

会议类型: 国际会议

会议名称: 第九届工程结构完整性国际会议(The Ninth International Conference on Engineering Structural Integrity Assessment)

会议地点: 北京

会议语种:英文

在线出版日期: 2007-10-15（万方平台首次上网日期，不代表论文的发表时间）