plastic theory造句
例句与造句
- Study on pillar ' s plastic zone based on elasto - visco - plastic theory
煤柱塑性区的弹粘塑性理论分析 - Rigid plastic theory
刚塑性理论 - In this paper , the traditional elastic and plastic theories are described , and then the r . c
本文应用弹塑性理论，研究分析钢筋混凝土双向板。 - Finite element method of upper bound theorem based on the generalized plastic theory and its application
基于广义塑性理论上界法的有限元法及其应用 - According to the deformation of elastic - plastic theory , the finite element analysis model of metal diaphragm for tank of propulsion system in satellite was established in this paper
本文建立了卫星推进系统贮箱金属膜片变形的有限元分析模型。用弹塑性有限变形有限元法,模拟了贮箱金属膜片的翻转变形过程。 - It's difficult to find plastic theory in a sentence. 用plastic theory造句挺难的
- Finally , a non - linear finite element method on the basis of the classical plastic theory was introduced to analyze the distribution of residual stress field in the filament winding layers and metal liner after the autofrettage process
采用经典塑性理论为基础的非线性有限元方法，预测了预超压工艺后容器复合材料缠绕层和金属内衬内残余应力场的分布。 - More than thirty years has past and numbers of models have been put forward since prof . k . h . roscoe and his fellows of canbrudge ybuversutt established the first elastoplastic model of soils which is based on classical plastic theory in 1963
自1963年剑桥大学罗斯科等人把传统的金属塑性理论用来建立土的弹塑性本构模型以来，已历经三十多年，提出了众多的模型。 - Plastic theory suggests , the composite beam for the floorslab is suited lower flange , it s plastic limit moment cuts down by 52 . 4 % than the composite beam for the floorslab is suited on the top flange . it s plastic limit moment lifts 8 . 8 % than the steel beam , which is on the same condition
塑性理论分析的结果表明，楼板位于钢梁下翼缘形式的组合梁和楼板位于钢梁上翼缘形式的组合梁截面相比较，其塑性极限弯矩降低52 . 4 ，和同等条件下纯钢梁截面相比较，楼板位于钢梁下翼缘的组合梁塑性极限弯矩提高8 . 8 。 - In the finite element method analysis , the constitutional relationships of steel and three - dimension compressed concrete were conducted by using increment plastic theory . in the paper a serious of joint models were analyzed by using the program ansys and the mathematical formulas for determination of load - carrying capacity of shearing and bending in the joint region were also given . at last the influence of many parameters to the load - carrying capacity in the joint region was analyzed and some suggestions were given for the design in the practical projects
在有限元分析中，用增量塑性理论推导出钢材以及三维受压混凝土的本构关系，重点是三维受压混凝土的本构关系，建立了模型的单元刚度矩阵，给出了程序中非线性方程的求解方法，并用ansys软件计算了一系列节点模型，得出了节点域的抗剪、抗弯承载力及各参数对节点域承载力的影响情况，并用试验结果和计算公式验证了有限元计算结果。 - Point to the limitation of existing method , the neural computation method of finite element of elasticity - plastic mechanics was studied on the base of variational principle of the second order minimal potential energy in plastic theory . the neural network solving method of elasticity - plastic mechanics based on variational principle of the second order minimal potential energy was presented , and the neural network computation model of finite element of plastic mechanics was given
针对已有方法的局限性，以塑性理论中的二阶段最小势能变分原理为基础，对弹塑性力学问题的神经网络有限元计算方法进行了研究，提出了基于二阶段最小势能变分原理的弹塑性力学问题的神经网络求解方法，建立了塑性力学问题的有限元神经网络计算模型。 - Abstract : the excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious . the method for calculating squeezing stress and excess pore pressure by elastic - plastic theory is deduced in this paper , and furthermore , the reasonable pile spacing by regarding the influence of both squeezing stress and excess water pressure is given
文摘:饱和软粘土地基沉桩过程中桩土挤压所引起的桩周土体超孔隙水压力效应是非常显的.本文从弹塑性理论出发推导出沉桩过程中桩周土体挤压应力及超孔隙水压力的计算公式，给出了考虑挤压应力和超孔隙水压力影响因素的合理打桩间距的确定方法 - Elastic theory and plastic theory are adopted in the analysis of the two section composite beam . elastic theory suggests , on the condition of the same steel beam section size , the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75 . 1 % , elastic limit bending resistant capability cuts down by 47 . 9 % , than the composite beam for the floorslab is suited on the top flange . it s conversion section stiffness is lifted 8 . 0 % , elastic limit bending resistant capability is lifted 0 . 20 % , than the steel beam
弹性理论分析的结果表明，在钢梁截面大小相同的条件下，楼板位于钢梁下翼缘的组合梁和楼板位于钢梁上翼缘的组合梁相比，其换算截面刚度降低75 . 1 ，梁的弹性极限抗弯承载力降低47 . 9 ，楼板位于钢梁下翼缘的组合梁和纯钢梁相比，其换算截面刚度提高8 . 0 ，梁的弹性极限抗弯承载力提高0 . 2 。 - In consideration of the particular structures of concrete dams and their influence on the deformation behavior of the dams , the mathematical and mechanical knowledge , such as gray system theory , fuzzy mathematics , viscoelastic plastic theory , together with the knowledge of dam engineering and structural analysis methods , are introduced into this dissertation , which performs relatively detailed study on the mathematical monitoring model of deformation , the inverse analysis of mechanical parameters of dam concrete and rock foundation , deformation procedure , abnormal symbols and the comprehensive appraisal methods of the deformation behavior of concrete dams with particular structures
本文针对特殊结构混凝土坝的特殊结构对大坝变形的影响，应用灰色系统、模糊数学、粘弹塑性力学等理论，结合坝工理论和结构分析方法，对特殊结构混凝土坝的变形监控模型、参数的反演、变形过程和转异特征以及大坝变形性态综合评价方法等进行了分析研究。