Simulation of crack opening through a corner node, using rigid-plastic interface elements

被引:0
|
作者
Ciancio, D. [1 ]
Carol, I. [1 ]
Cuomo, M. [2 ]
机构
[1] Tech Univ Catalonia UPC, ETSECCPB, Barcelona, Spain
[2] Univ Catania, Dept Civil & Environm Engn, Catania, Italy
来源
FRACTURE MECHANICS OF CONCRETE AND CONCRETE STRUCTURES, VOLS 1-3: VOL 1: NEW TRENDS IN FRACTURE MECHANICS OF CONCRETE; VOL 2: DESIGN, ASSESSMENT AND RETROFITTING OF RC STRUCTURES; VOL 3: HIGH-PERFORMANCE CONCRETE, BRICK-MASONRY AND ENVIRONMENTAL ASPECTS | 2007年 / 1-3卷
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recently, the authors of this paper have proposed anew technique based on a double minimization with respect to a Mohr circle, for the computation of stresses and forces transmitted across mesh lines at the corner nodes of FE mesh in 2D (Ciancio et al. 2006). That procedure establishes the basis for the general modeling of crack development along mesh lines without the need of the onerous systematic pre-insertion of zero thickness interface elements with elastic compliance and duplicated nodes from the beginning of the analysis. In this context, the present paper goes one step further, focusing on the crack opening conditions for a set of mesh lines (also interpreted as rigid plastic interfaces) which concur on an inner node of the FE mesh. The cracking condition is assumed in the form of rigid plasticity in terms of the stress traction components. With those assumptions, the state of cracking at the node undergoes in general three different stages of evolution. For each of them, the appropriate procedure for the calculation of the corresponding forces and stresses is presented, and the overall scheme is illustrated with some examples of application.
引用
收藏
页码:155 / +
页数:2
相关论文
共 50 条