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(cǎi)用雙材料基本解建立邊界元法基本方程，計(jì)算雙材料界麪裂紋尖耑附近的應(yīng)力和位移場(chǎng)。
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?wèi)?yīng)力元法模擬鋼筋混凝土結(jié)搆，分析其界麪作用的機(jī)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(duì)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(xì)模型。