Snap-through fracture in masonry structures

被引：0

作者：

Rots, JG ^{[1
]}

Frissen, CM ^{[1
]}

Feenstra, PH ^{[1
]}

机构：

[1] Tech Univ Delft, Fac Architecture, NL-2600 GA Delft, Netherlands

来源：

STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2 | 1999年

关键词：

D O I：

暂无

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The relevance of computational fracture mechanics rationalizing design rules for stacked concrete/masonry structures is demonstrated. Interface softening models for tension and shear are used to simulate the initiation, propagation and snap-through of cracks and slip planes in these unreinforced structures. Two examples are included, for the serviceability limit state (cracking under restrained shrinkage) and the ultimate limit state (stability of the buildings under wind load).

引用

页码：1243 / 1246

页数：4

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