interface stress element method

基本解释

The stress intensity factors of bimaterial interface crack are analyzed using the boundary element method with bimaterial fundamental solutions.
採用雙材料基本解建立邊界元法基本方程，計算雙材料界麪裂紋尖耑附近的應力和位移場。
In the paper interface stress element method(ISEM) is introduced to solve such problem. A Reinforced concrete model of ISEM is based on theory of ISEM.
本文從不連續介質和不協調位移的角度出發，引入界麪應力元法模擬鋼筋混凝土結搆，分析其界麪作用的機理。
Focusing on the new type prestressed anchoring cable, a refined model is established in this paper using the interface stress element method in discontinuous mechanics.
針對這種新型預應力錨索，基於不連續介質力學的界麪元法建立了精細模型。