elastic finite element method

基本解釋

The three dimensional linear elastic finite element method was used to simulate the eastern Eurasian plate's stress field.
本文利用三維線彈性有限元方法模擬歐亞板塊東部（主要是中國(guó)大陸地區(qū)）的三維構(gòu)造應(yīng)力場(chǎng)。
An approach for predicting the displacement of the retaining structure of foundation pit is proposed based on in-situ data, optimum back analysis and elastic finite element method.
通過(guò)現(xiàn)場(chǎng)量測(cè)的深基坑圍護(hù)結(jié)構(gòu)變形信息資料，結(jié)合參數(shù)優(yōu)化反分析及彈性地基梁有限元計(jì)算，建立了深基坑開(kāi)挖中支護(hù)結(jié)構(gòu)變形計(jì)算的預(yù)報(bào)方法。
Elastic finite element method are used to calculate the point of internal mould of the equivalent stress, equivalent strain, such as force and energy parameters and their distribution.
用有限元法計(jì)算了模具的溫度分布，這為研究模具在不同溫度條件下的應(yīng)力狀態(tài)做好了準(zhǔn)備。