elastic buckling中文是什么意思

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中文翻译
造句

弹性挫曲
弹性屈服
弹性屈曲
弹性失稳
弹性弯曲
弹性压曲
弹性皱折

elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的 ...
buckle n. 巴克尔〔姓氏〕。
elastic buckling pressure 弹性失稳压力
elastic buckling strength 弹性皱折强度
buckling 弹性屈服
elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的。 3.机变的，轻快的。 an elastic body 弹性体。 elastic braces 松紧吊裤带。 elastic force 弹力。 an elastic principle 灵活性的原则。 elastic ribbon 松紧带。 an elastic temperament 开朗的性格。 n. 橡皮线，松紧带，橡皮圈。 adv. -ally
allowable buckling 容许扭曲应力
asymmetric buckling 非对称失稳
axisymmetrical buckling 轴对称翘曲变形; 轴对称失稳
bending buckling 弯曲失稳
buckling action 压曲应力
buckling allowable 挫曲（侧溃）容许值
buckling amplitudes 压曲幅度
buckling analysis 抗皱折计算; 压曲强度计算; 纵向弯曲强度计算
buckling behavior 翘曲行为; 轴向弯曲行为
buckling behaviour 压曲特性
buckling breaking 压曲破坏
buckling coefficient 挫曲（侧溃）系数; 屈曲系数; 压曲系数; 压屈系数
buckling collapse 失稳破坏
buckling component 弯曲分力
buckling configuration 压曲图形; 压屈形态
buckling constant 曲率常数
buckling creep 压曲蠕变
buckling criteria 屈曲标准
buckling damage 结构失稳破损

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例句与用法

Elastic buckling behavior of steel plate shear wall with cross or diagonal stiffeners
加劲钢板剪力墙弹性抗剪屈曲性能研究
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。
Effect of torque on the elastic buckling of 3d spatial thin rods with circular cross - sections
扭矩对三维空间圆截面曲杆弹性屈曲的影响
There are three types of wrinkle which frequently occur in the sheet metal forming process : flange wrinkling , wall wrinkling , and elastic buckling of the undeformed area owing to residual elastic compressive stresses
在金属板料成型加工中通常存在三种类型的起皱现象：法兰起皱，侧壁起皱，和由于残余压应力在未变形区产生的弹性变形。
The use of intermediate stiffeners in the compression plate may significantly increase elastic buckling stress and ultimate capacity of the plate . however , the behavior of the plate with intermediate stiffeners would be complicated
在受压板件中设置中间加劲肋可以显著提高板件的弹性屈曲应力和极限承载能力，但是也使得板件的屈曲行为变得复杂。
Based on the arch - cantilever method , the stability of arch ring and cantilever beam against elastic buckling in arch dams are analyzed with the theory of elastic stability , and the conclusion is drawn that the stability of arch dam against elastic buckling is governed by the top arch ring
按照拱梁分载法的思想，用弹性稳定理论分别对拱坝的拱圈和悬臂梁的抗屈曲稳定性进行了分析，得出拱坝的抗屈曲稳定性由坝顶拱圈控制的结论。
The cold - formed square hollow section columns are widely used in various structures such as building structure , trusses , space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold - formed square hollow section columns under axial load , the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold - formed square hollow section is presented by finite element analysis , and is compared with the result given by classical elastic buckling theory ; ( 2 ) the elastic - plastic non - linear behavior of the cold - formed square hollow section columns analyzed by ansys is presented ; ( 3 ) by using material model , and geometry nonlinear analysis , the cold - formed effect to stub columns of cold - formed square hollow section is studied ; ( 4 ) by using an material model , the geometry nonlinear analysis , the influence of initial geometrical imperfection to stub columns of cold - formed square hollow section is also analyzed ; ( 5 ) the load carrying capacity of the cold - formed square hollow section columns , which are including the cold - formed effect and influence of initial geometrical imperfection is analyzed by non - linear finite element , and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018 - 2002
冷弯方管作为轴心压杆广泛用于房屋结构、桁架、网架、塔架以及海洋平台等结构中，本文主要研究轴心受压冷弯方管的承载力性能，内容主要包括以下一些： ( 1 )对冷弯方管的弹性临界应力进行有限元分析，并与经典理论结果进行对比，以验证有限元程序的适应性； ( 2 )阐述冷弯方管采用有限元弹塑性非线性分析理论及应用ansys软件的非线性分析方法； ( 3 )采用弹塑性模型，考虑几何非线性及材料非线性，对不同宽厚比的轴心受压冷弯方管柱的冷弯效应进行有限元非线性分析研究； ( 4 )考虑冷弯效应对屈服应力的影响，对不同宽厚比的轴心受压冷弯方管短柱在不同初始变形下的承载力性能进行有限元非线性研究； ( 5 )考虑冷弯效应、几何初始变形，对不同长细比和不同宽厚比的轴心受压冷弯方管长柱的承载力性能进行有限元非线性研究，并与试验结果以及我国现行规范gb50018 ? 2002计算结果进行对比分析。
( 2 ) the finite element program ansys is used to analyze the elastic buckling of rectangular tube , consequently the buckling load pcr and the simulating formula for the restraint coefficient & , is obtained . the results derived from the program are compared with the british standard and china standard
( 2 )采用有限元程序ansys对矩形钢管板组进行了弹性屈曲分析，得出其临界荷载p _ ( cr ) ，弹性屈曲模态与解析法所作假设相符，并拟合出均匀受压下的矩形钢管约束系数k _ 1的公式，并与英国规范和我国规范进行比较。
Several numerical results of elastic restrainted thin - walled members involving bending , torsional , and flexural - torsional elastic buckling failure modes are presented to demonstrate the accuracy , efficiency , and versatility of the method . comparisons with published analjtical and semi - anaiftical solutions are made using some of the obtained results
对弹性约束下轴心受压构件、受弯构件和压弯构件的算例表明，用本文推导的单元刚度矩阵计算约束条件下薄壁构件的临界荷载准确、有效，具有通用性。

其他语种释义

elastic bucklingとは意味：弾性座屈｛だんせいざくつ｝

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Last modified time:Sun, 10 Aug 2025 00:29:56 GMT