shear-lag model

基本解釋

In this paper, a reasonably, simply and accurately modified shear-lag model is proposed.
提出了一種合理、簡便、精確的修正的剪滯模型。
According to mechanical property and deformation feature of short-lag shear wall, special-shaped multi-component model is put up.
根據(jù)短肢剪力墻結(jié)構(gòu)的受力和變形特點，建立了異形墻肢多垂直桿模型。
Based on the shear-lag model and the usual loading way, the computation model of interfacial debonding stress under tension-tension cyclic loading is established first.
基于剪切筒模型和常用疲勞加載方式，首先建立了循環(huán)荷載作用下鋼筋與混凝土界面脫粘應(yīng)力的計算模型；

剪切滯后
Third, a two-scale 3D shear-lag model was proposed. The tensile strength of unidirectional hybrid composites was predicted.
第三,建立了三維二尺度剪切滯后模型,預(yù)測了混雜復(fù)合材料的縱向拉伸強度。
交通運輸工程
剪切筒模型
Numerical simulation is done in this paper by using shear-lag model, and we attempt to apply this model to practical engineering.
本文采用了剪切筒模型進行了數(shù)值模擬研究,并嘗試將該模型應(yīng)用到實際工程中。