弹塑性力学的英文

• elastic-plastic mechanics
• mechanics of elastoplasticity
• plastoelasticity

• "弹"英文翻译    shoot; catapult
• "塑性力学"英文翻译    plastic mechanics
• "光塑性力学" 英文翻译 :    photoplasticity
• "热塑性力学" 英文翻译 :    thermoplasticity
• "塑性力学" 英文翻译 :    introduction of plasticity; mechanics of plasticity; perfectly plastic mechanism; plastic machanics; plastic mechanics; plasticity
• "粘塑性力学" 英文翻译 :    viscoplasticity
• "弹性塑性力学" 英文翻译 :    elastoplasticity
• "弹塑性段裂力学" 英文翻译 :    elastic plastic fracture mechanics
• "弹塑性断裂力学" 英文翻译 :    elastic-plastic fracture mecha-nics, epfm; elastic-plastic fracture mechanics, epfm; elastoplastic fracture mechanics
• "线弹塑性断裂力学" 英文翻译 :    linear elastoplastic fracture mechanics
• "弹塑性" 英文翻译 :    elasto plasticity; plastoelasticity
• "弹塑性板" 英文翻译 :    elastoplastic plate
• "弹塑性边界" 英文翻译 :    elastic plastic boundary; elastoplastic boundary
• "弹塑性变形" 英文翻译 :    elastic plastic deformation; elastic-plastic deformation; elastico-plastic defomation; elasto plastic deformation; elastoplastic deformation; plastoelastic deformation
• "弹塑性波" 英文翻译 :    elastic-plastic wave; elastoplastic wave
• "弹塑性材料" 英文翻译 :    elastic plastic material; elastic-plastic material; elasto-plastic materials; elaxtic-plastic material
• "弹塑性的" 英文翻译 :    elastic plastic; elastoplastic; plastoelastic
• "弹塑性断裂" 英文翻译 :    elastic plastic fracture; elastic-plastic fracture; elastoplastic fracture
• "弹塑性反应" 英文翻译 :    elasto-plastic response
• "弹塑性范围" 英文翻译 :    elastic plastic range; elastic-plastic range; elaxtic-plastic range
• "弹塑性分析" 英文翻译 :    elastoplastic analysis
• "弹塑性刚架" 英文翻译 :    elastic-plastic frame
• "弹塑性构架" 英文翻译 :    elasto-plastic frames
• "弹塑性固体" 英文翻译 :    elastic-plastic solid
• "弹塑性畸变" 英文翻译 :    elastic plastic deformation

• In this paper , efgm is applied to solve elasto - plastic problems
  本文将无单元伽辽金法推广应用于求解弹塑性力学问题。
• A solution to make a convention between strain and data processing by the direct data from the complex in a range of elasticity and plasticity are given
  摘要根据弹塑性力学全量理论及工程假设方法，给出了一种新的应力应变关系表述函数。
• Hence , in order to meet anti - seismic requirements under strong earthquakes , it is necessary to study and calculate elastic - plastic deformations of structures
  为了满足结构在大震作用下的抗震要求，有必要对建筑结构的弹塑性力学特性进行科学的分析。
• The contact deformation at transient engaging point is derived from deeply analyzing geometric property and kinematics relationship between the two action flanks by use of engagement principle , differential geometry , elastic and plastic mechanics , etc
  运用啮合原理、微分几何和弹塑性力学等基础知识，对齿面间的几何性质和运动关系进行深入细致的分析研究，计算各瞬态啮合点的接触变形。
• Abstract : by combining percolation mechanics and with the elastoplasticity mechanics and considering the interactions of natural gas and rock body framework & nbsp ; the authors established the fluid ? solid coupled mathematical model and provided the numerical solution
  文摘:将渗流力学与弹塑性力学相结合,考虑天然气和岩土骨架之间的相互作用,建立天然气流固耦合渗流数学模型,并给出其数值解。
• Displacement formula for composite foundation of composite piles is derived by considering the coaction of foundation soil , broken stone pile , cfg pile and bedding cushion and by applying the theory of elastic - plastic mechanics , which is proper for superstructure being constructed
  运用弹塑性力学知识，同时考虑地基土、碎石桩、 cfg桩和垫层四者的相互作用，推导出了比较切合实际的上部结构动工后组合桩复合地基的沉降计算公式。
• The elastic solution for elastic - plastic problem is based on model theory of elastic - plasticity and deformation theory of plasticity . with the original data which embodies the stress state of complicated structure at elastic phase and is attained by experiment or calculation , according to the similarity theory between elasticity and plasticity and generalized stress - strain material curves , and using new means and new techniques , this method and change the elastic value into plastic value correspondingly
  结构弹塑性分析的弹性解法是以弹塑性力学的模型理论和塑性力学形变理论为基础的，具体做法是利用实际工程中由实验或者计算等方法获得表征复杂结构弹性阶段应力状态的原始数据，根据弹性力学和塑性力学方程的相似关系和被实验材料的广义应力应变曲线，采用新的分析方法和实验手段，将弹性解转换成对应的弹塑性解。
• The quality of machine with loading and unloading bushing has been improved and the structure of which has been turned rationalization ; fourthly , according to the relation of the tight fitting between resist grind bushing and suspension yoke , making use of the two simple thick circles theory in the elastic - plastic mechanics and the fourth strength theory , it integrated theory with it ' s formulation characteristic and developed the solver of the tight fitting force in the system of c + + builder . it could realize the solve of all tight fit force and save up the frame ' s size and the tight fitting ' s data in database in order to use in the future ? the assemble force of tight fitting can be used as the rule of estimating loose or tight bushing in theory
  3 ) 、利用了ansys8 . 0自带的opt (优化技术)对c型夹具进行了结构上的优化，实现了一定强度和刚度的条件下， c型夹具的质量最小，使装、退套机的质量得到了改善，结构更趋于合理化； 4 ) 、根据合金套和吊耳的过盈配合关系，应用弹塑性力学中的两个简单厚臂圆筒理论及第四强度理论，结合轴套装配方案特性，在c + + builder平台上开发出了过盈配合装配力的求解器，它能求解出所有过盈配合所需装配力，并将各种配合尺寸和过盈量的数据库存化，以便将来调用。
• 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。
• Aiming at the shortages and demerits in the study of constitutive relationship of concrete based on elastic - plastic mechanics , damage expressions of concrete subjected to uniaxial tension - compression was deduced based on damage mechanics , and general damage evolution equation of concrete in bending state was received also
  摘要针对弹塑性力学研究混凝土本构问题带来的不足和缺陷，运用损伤力学的方法，导出混凝土在单轴拉、压状态下的损伤表达式，得到了混凝土在弯曲状态下的统一的损伤演化方程。