This degeneration is attributed to two reasons, the first one is the reduction of effective pressure due to the increment of super pore pressure; another one is the change of soil's structure attribute to the cumulated of plastic shearing strain.

退化主要由兩方面的原因引起：一是超孔隙水壓力的產(chǎn)生而導(dǎo)致有效應(yīng)力的降低色玖玖视频在线观看；二是塑性殘余變形的累積導(dǎo)致土體內(nèi)部結(jié)構(gòu)發(fā)生了改變wwwwww.日本。

The results show that the additional shearing strain different from the normal compression deformation is generated in asymmetric rolling process. The more the different ratio of diameter,the greater the additional shear...

結(jié)果表明：在非對(duì)稱軋制條件下會(huì)產(chǎn)生不同于普通壓縮變形的附加剪切變形，而且異徑比越大欧美日韩操，產(chǎn)生的附加剪切變形也越大欧美日韩国产啊啊啊。

The effects of material's yield strength,shearing strain,rotating inertia and the substructures on vibration aging during the components resonance were investigated so as to get some theoretical support to vibration aging mechanism and practical technology research.

對(duì)構(gòu)件共振時(shí)的屈服極限、剪切變形以及轉(zhuǎn)動(dòng)慣量和子結(jié)構(gòu)的作用進(jìn)行考察来部一级毛片，以期為振動(dòng)時(shí)效機(jī)理和工藝基礎(chǔ)研究提供部分理論上的支持91在线精彩。

Then, the quasi-overconsolidation ratio is introduced to consider the effect of super pore pressure; and the fitting formulation is applied to consider the influence of shearing strain. The degenerated formulation of undrained strength of saturated loess is deduced at last; and its reasonableness is proved by the test results.

在此基礎(chǔ)上，引入似超固結(jié)比的概念來考慮超孔隙水壓力的影響国产普通话对白精品视频，應(yīng)用擬合公式來考慮剪切變形的影響亚洲最新的黄色网站，最終推導(dǎo)出了飽和黃土不排水強(qiáng)度的退化公式，與試驗(yàn)結(jié)果的對(duì)比證明了理論公式預(yù)測(cè)結(jié)果的合理性A片免费首页在线观看。

The rheologic and non-Newtonian feature of lubricant that is used for elastic-plastic hydrodynamic lubrication is analyzed, under the condition of high pressure and large shearing strain ratio. The influence factors of oil film thickness and pressure forming during bar drawing are also discussed.

對(duì)于有限變形彈塑性有限元中求解非線性方程組的具體方法作了深入的探討人人干人人操国产，提出了采用修正牛頓法時(shí)可應(yīng)用過量修正技術(shù)加速其收斂效果，為有限變形彈塑性有限元的應(yīng)用提供了新的計(jì)算方法国产精品2022免费无码视频。

During the process, following were considered:the effects of variable radius of cross section on the vertical bending deflection angle, noncoincidence of torsional center and gravity center, the effect of transverse shearing strain on energy of strain.

推導(dǎo)中除考慮曲率變化日韩A片一级无码专区网址、截面形心和剪切中心分離、梁的橫向剪切變形影響等因素外亚洲综合免费，還考慮了曲率沿橫向變化對(duì)豎向撓轉(zhuǎn)角的影響又大又硬又粗视频网站免费观看。

So this model can simulate all kinds of properties of concrete after loading, such as nonlinear stress-strain relationship for concrete, stiffness phenomenon under cycle load, phenomenon compression and expansion for concrete with shearing, strain soften phenomenon while beyond strength limit. Furthermore because the best merit of this model is simple in expression, model parameters are determined more easily and application is convenient easily.

可以模擬混凝土受力后的各種特性，如混凝土的非線性應(yīng)力—應(yīng)變關(guān)系亚欧中国国产在线观看AV，循環(huán)荷載作用下的剛度退化現(xiàn)象欧美性免费，剪力引起的混凝土的壓縮和膨脹現(xiàn)象和超過強(qiáng)度極限的應(yīng)變軟化現(xiàn)象等，且這種模型的最大優(yōu)點(diǎn)是表達(dá)形式簡(jiǎn)單欧美丰满大乳乳液在线观看网站免费，模型參數(shù)比較容易確定A性视频AAA，便于應(yīng)用。

Asymmetric hot rolling ; deformation ; shearing strain ; FEM

非對(duì)稱熱軋；變形www.噜噜噜；剪切變形99看黄；有限元法

In this paper, based on the triaxial test, it is discovered that the structured loess has special mechanical effect of shearing strain rate, and it is proved that the structured loess also has the phenomena of strain rate softening. The CU shear strength and cohesion c increase at first, then decrease with the increase of strain rate, and a critical rate exists; the angel of internal friction doesn't change visibly with the strain rate.

通過結(jié)構(gòu)性黃土三軸試驗(yàn)研究，發(fā)現(xiàn)結(jié)構(gòu)性黃土具有獨(dú)特的剪應(yīng)變速率力學(xué)效應(yīng)欧美AAAA在线视频播放，"應(yīng)變速率軟化"現(xiàn)象同樣存在于結(jié)構(gòu)性黃土中国产交换配乱婬视性色aV；其CU剪切強(qiáng)度和凝聚力c隨剪應(yīng)變率的增大而呈現(xiàn)先增大后減小的特征，存在臨界速率現(xiàn)象wwwaaa827com，而內(nèi)摩擦角隨剪切速率的增大基本上呈線性減小的趨勢(shì)欧美456正片。

Using the edited program, the deflection, stresses on three directions, principal stresses, maximum shearing stress and principal strain at any computing point under any number of wheel loads in a road pavement structure with any number of layers could be computed.

本文敘述如何根據(jù)非軸對(duì)稱半空間彈性體應(yīng)力和位移的基本表達(dá)式以及由多層體系邊界條件建立的線性方程組編制計(jì)算機(jī)程序，運(yùn)用巳編制的計(jì)算程序A片在线观看网站，可在袖珍計(jì)算機(jī)和微型計(jì)算機(jī)上求得多層彈性體系內(nèi)任意點(diǎn)的應(yīng)力和位