compressive strain
基本解釋
- 壓縮應(yīng)變;壓縮變形
英漢例句
- The relevent crack width can thus be calculated by preliminary crack width and increasing coefficient of concrete compressive strain after fatigue loading operation N times.
疲勞荷載作用N次后構(gòu)件的裂縫寬度,可根據(jù)初始裂縫寬度和受壓區(qū)混凝土應(yīng)變?cè)鲩L(zhǎng)系數(shù)來(lái)計(jì)算。 - The area with the simultaneous higher surface strain, principal compressive strain, shear strain and tendency accumulation might be the place with higher risk of strong earthquakes.
面應(yīng)變、主壓應(yīng)變、剪應(yīng)變和趨勢(shì)累積率同時(shí)較高的地區(qū),強(qiáng)震危險(xiǎn)性較大。 - The result shows that the orientation of the principle compressive strain axis is generally north-west-west within this region, i. e. the recent compression is along this direction.
其結(jié)果表明,此區(qū)內(nèi)主壓應(yīng)變軸走向大都近于北西西向即近期承受北西西向的壓應(yīng)力作用。
雙語(yǔ)例句
詞組短語(yǔ)
- compressive creep strain 壓蠕變應(yīng)變
- compressive stress strain curves 壓縮應(yīng)力應(yīng)變響應(yīng)
- compressive plastic strain 壓塑性應(yīng)變
- compressive stress strain 軸壓應(yīng)力應(yīng)變關(guān)系
- compressive ultimate strain of concrete 混凝土極限壓應(yīng)變
短語(yǔ)
專(zhuān)業(yè)釋義
- 壓應(yīng)變
- 壓縮變形
- 壓應(yīng)變
Both models underestimate concrete compressive strain amplitudes when bridge piers fail, but fiber element is a little better than simplified plastic hinge model.
所有模型都很大程度低估了橋墩破壞時(shí)的混凝土壓應(yīng)變幅值,纖維模型要略好于簡(jiǎn)化塑性鉸模型。物理學(xué)
- 壓(縮)應(yīng)變
- 壓應(yīng)變
- 壓縮應(yīng)變
- 壓縮應(yīng)力
- 壓縮應(yīng)變