屈曲

Buckling equation of the spanning pipe buried in elastic soil is established.

建立了两端埋设在线弹性土壤中的悬跨管道的屈曲方程.

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The design methods for distortional buckling in specification AS/ NZS 4600:1996 and Direct Strength Design Method ( DSM) in specification NAS 2004 haven't considered the adverse interaction between local and distortional buckling.

澳洲规范AS/NZS4600：1996及北美规范NAS2004中关于发生畸变屈曲构件承载力的计算方法没有考虑局部屈曲和畸变屈曲相关作用的不利影响。

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It provides a reliable test data for BRB technology used in concrete frame.

本文研究结果验证了防屈曲支撑应用于混凝土结构的可行性，为防屈曲支撑技术在混凝土结构上的应用提供了可靠的试验数据。

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Then, in the original state without damage, the impacts of parameters of the ribs height, thickness, and interfacial strength on the buckling load and ultimate strength of stiffened composite plates are discussed using the RIKS method.

然后在原始无损伤状态下，通过引入屈曲模态，探讨了筋条高度、宽度参数等对复合材料加筋板屈曲载荷和极限强度的影响。

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The out-of-plane buckling of Hung Ring-Plane Cable Net Structure under vertical load.

悬吊圆环 - 平面索网结构在横向荷载作用下的出平面屈曲问题.

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Foot is inflectional and unbalanced patient, 7 routine are simple!

趾屈曲畸形患者, 7例行单纯!

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We also get critical values of thermal buckling problem.

得出了热屈曲问题的临界温度应变值.

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Presently, the study did for it just directly used the results of study buckling behaviors on drilling pipe, casing string, conventional oil tubing to deal with coiled tubing;

目前对它的研究只是将钻柱、套管柱和常规油管柱屈曲问题的研究结果直接用于连续油管，现场很多实例表明，这样做的偏差很大，连续油管因为残余应变而具有独特的井下屈曲行为。

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The buckling of slender rectangular columns with a single crack is studied.

研究含裂纹的矩形截面压杆的屈曲问题.

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Based on the available research results of buckling-restrained braces, the design method of buckling-delayed reinforced members ( BDRM) was presented.

在已有的防屈曲耗能支撑研究成果基础上，提出了屈曲延迟型增强构件的设计方法；

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As one of several strength-governing modes, distortional buckling is receiving more attentions.

作为控制冷弯薄壁型钢承载能力的几种屈曲模式之一, 畸变屈曲正逐步受到重视.

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It is found that the buckling strength of column-supported silos is mainly dependent on the height of the engaged column, which also affects the buckling deformation mode.

结果表明，支柱伸入高度是影响仓壁柱承钢筒仓轴压下屈曲强度的主要因素，屈曲模态也与之密切相关；

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Local buckling is the dominant failure mode for composite steel column.

摘要局部屈曲是组合钢柱常见的失效模式之一.

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The Monster [ Karl Marx ] joins the battle flexing all his limbs.

译]那个怪物 [ 卡尔·马克思 ] 屈曲着肢体参与争战.

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The stability of arch dam against elastic buckling has always been ignored.

摘要拱坝的抗屈曲稳定性一直是未被重视的问题.

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The stability problem divides into two kinds generally of the elastic buckling and the elastic-plastic buckling.

稳定性问题一般分为弹性屈曲分析和弹 塑性 屈曲分析.

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If Brazier effect occurs on a stalk, it will bend after 25 % to 30 % of flexion.

发生Brazier屈曲的茎在危险截面的屈曲程度为25%～30%时达到临界弯距,此后进入屈曲.

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This paper firstly presents a summary of buckling-restrained braces ( BRBs ).

本文首先介绍了屈曲约束支撑( BRB ) 的最新研究进展.

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Such a transition is known as buckling of the structure.

这样一种过渡称为结构的屈曲.

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Theoretical analysis shows that Width to Thickness ratio and buckling coefficient are the main influence of the local buckling of the web, and the relative thickness and the relative Width to Thickness ratio influence the buckling coefficient most.

通过对其腹板局部屈曲的理论分析，认识到影响其腹板局部屈曲的主要因素为腹板宽厚比和屈曲系数，影响屈曲系数的主要因素为腹板与翼缘的相对厚度和它们的相对宽厚比。

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The material of the ring-stiffened circular cylindrical shell will yield in plastic flection before the hull structure fails.

耐压圆柱壳结构发生失稳时，壳体结构因为材料达到屈曲极限而发生了塑性屈曲变形。

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Buckling analysis of the electrode delamination on the piezoelectric substrate elastic shear buckling of web plates in tapered I-girders

压电体表面金属电极脱层的屈曲分析楔形工字梁腹板的弹性剪切屈曲分析

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Shape memory alloy wires can increase the critical temperature of the beam, and also can restrain thermal buckling occurring or make the post-buckled beam back to initial equilibrium states.

形状记忆合金丝还能提高梁的热屈曲临界温度，抑制梁热屈曲的发生或使已发生热屈曲的梁回复到原来的平衡状态。

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The result is much lower than that of linear buckling analysis.

发生后屈曲失稳的轴压载荷比线性屈曲分析的临界载荷低.

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The main failure mode of the automobilecylinder is wear.

局部屈曲是组合钢柱常见的失效模式之一.

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Using the nonlinear methods of the ANSYS procedure, the stability of the gallery of Pudong International Airport in the Second Phase under several different Load combinations is analyzed, and load factors, buckling modes, buckling characters and other different factors are obtained.

利用ANSYS程序的非线性分析功能对上海浦东机场二期工程中的候机长廊结构进行了多种荷载组合下的稳定性分析，得到各组合下的屈曲荷载因子、屈曲特征、屈曲模态及不同因素的影响。

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So in order to use the post-buckling strength to raise carrying capacity, It is necessary to study buckling and post-buckling of reinforced thin-wall structure.

因此可以利用后屈曲强度以提高承载能力，需要研究加筋板的屈曲及后屈曲特性。

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When the plate becomes unstable, it buckles laterally.

当板失去稳定时, 就发生横向屈曲.

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This behavior is similar to buckling of strut.

这种状态类似于压杆的屈曲.

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By use of te slope-deflection method, the buckling equations and the effective length factor of rigid frame in sway and no-sway buckling modes are obtained.

用转角位移法对柱脚固接的刚架进行了弹性稳定分析，给出了刚架发生无侧移对称屈曲和有侧移反对称屈曲时的屈曲方程，并求出了相应的计算长度系。

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