shakedown load meaning in English
安定状态载荷
Examples
- Numerical procedures of upper - bound approximation of shakedown loads and its application in engineering
安定荷载上限近似解的数值分析方法及其应用 - Second , the direct analysis method was applied to determine the residual stress of rolling / sliding contact between cylinder and plane . more over the limit of shakedown load of contact surface layer was computed with different friction affection
对二维滚滑弹塑性接触的安定状态，建立循环载荷下接触安定状态分析的计算机应用程序，并进行了残余应变和残余应力的分析计算。 - In this thesis , two shakedown rules respectively for alternating plasticity and incremental collapse is given as the theoretical basis of upper - bound shakedown analyses , numerical procedures for solving for the upper shakedown loads respectively for alternating plasticity and incremental collapse are provided
提出了极限载荷与安定载荷包络图的概念，并将其应用到地基的安定性分析中，使得计算的结果更加清晰、明了。 - In this paper , the numerical techniques and computational methods for limit analyses and shakedown analyses of soil structures and foundations are systematically investigated and then are employed to the assessment of the safety of the non - homogeneous foundations and the offshore platform foundations . in this dissertation , the computational method which combines elasto - plastic analysis with melan ' s theorem is developed and then applied to evaluate limit load and shakedown load of soil structures . elasto - plastic analyses are performed to obtain elasto - plastic stress field and elastic stress field
在岩土工程领域，饱和粘土的安定现象与饱和砂土的液化早已为人所知，但是安定性理论及其分析在工程实际中并没用受到足够的重视，在这方面的探索研究也极为有限，这与土体稳定性评价中广泛应用极限分析方法极不协调，而在海洋平台地基等实际工程中安定性问题又显得十分重要。 - Both ultimate bearing capacity and shakedown loads of non - homogeneous foundations are computed . based on numerical results computed for different load modes , limit loads and shakedown loads of non - homogeneous foundation and offshore platform foundations are compared . the ultimate loads and shakedown loads for different combinations of horizontal component and vertical component and moment can con
在竖向载荷与水平载荷共同作用下，研究了地基土体的强度特性与土层分布特征对地基承载力的彤响，对地基的极限载荷与安定戳荷进行了比较分析，为全面、综合地评价非均质地基的稳定性提供了有益的参考。