interface stress element method

基本解釋

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(yīng)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(xù)介質(zhì)和不協(xié)調(diào)位移的角度出發(fā)，引入界麪應(yīng)力元法模擬鋼筋混凝土結(jié)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(yù)應(yīng)力錨索，基於不連續(xù)介質(zhì)力學(xué)的界麪元法建立了精細模型。