壞形變英文怎麼說

壞形變 的英文翻譯

壞形變 例句

1. Firstly, the main deformation and destruction forms of high loess slope and its deformation and destruction mode are brought forward. the forms are : collapse, slumping, slope wash, slope peeling, sliding mass deformation by collapsibility, and a very little seen form : mudflow
   根據野外調查和前人的研究資料，概括總結出黃土高邊坡有如下幾種破 壞 形 式：滑塌、崩塌、坡面沖刷、坡面剝落掉塊、坡體濕陷 變 形 以及並不多見的泥流。
2. The energy due to the beam ' s falling is overwhelming. this impact will do great harm to the sub structure. the beam ' s falling, mainly because the displacement of the pier ' s top supporting the beam makes the span become greater, or the pier ' s displacement brings the beam change its position, which makes it come away from the pier ' s top
   對于簡支梁橋，當地震作用發生時，落梁是一種主要的破 壞 形 式，落梁的能量具有壓倒性優勢，沖擊會給下部結構帶來極大的影響，而墜落的原因，多數由於支承梁的兩橋墩的墩頂位移而使跨度 變 大，或是因為橋臺位移帶動梁使梁錯位，造成梁在墩頂處脫開。
3. Secondly, through the examination and observation of the structural model of the cast - in - place pre - stressed compound floor slab system, under the normal usage load, the normal usage limit - state and the failing load, we have validated the space working - feature of the structural model under variable loads, including the rigidity, the crack, failing - state, failing load and the stress variation of the pre - stressed bar, and so on
   其次，通過對該體系的結構模型在正常使用荷載、正常使用極限狀態和破 壞 狀態下的試驗研究，驗證了現澆預應力復合樓蓋體系模型結構在各種荷載作用下的空間工作性能，包括剛度、裂縫、破 壞 形 態、極限承載力及預應力筋的應力 變 化狀態等。
4. The result appears that the strength, hardness and ductility of corroded rc beam decrease with corrosion ratio, and the structure failure mode may change from flexural failure to shear failure when stirrup ratio is low
   研究表明，銹蝕受彎梁的強度、剛度和延性隨著銹蝕率的增加而減少。對配箍率較小的銹蝕梁，其破 壞 形 態可能從受彎破 壞 轉 變 為受剪破 壞 。
5. 16mnr and 45 # steel are taken as examples. the obtained results have been applied to analyze the safety of operation pressure and rationality of design of a kind of engineering structure - a flange joint of hemispherical head to cylindrical shell. try to seek a sort of new method to assessment the capability of structure to load beyond the traditional method which regards stress and strain as main parameters
   本文以45 ~ #調質鋼和壓力容器常用鋼材16mnr為研究對象，對金屬材料韌性斷裂的斷裂模式進行細觀機理上的研究，進而分析一種工程結構? ?採用與筒體厚度不同的半球 形 封頭的壓力容器的筒體連接結構? ?的靜載 變 形 特點和破 壞 形 式，嘗試在以應力應 變 為主要參數的傳統方法之外，尋求一種新的結構承載能力分析的方法。

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