利用已得到的三维轴对称问题的非局部弹性应力的解,采用级数近似展开的方法,求解环状裂纹的边值问题。
Solves the problem of boundary value on an annular crack by using the nonlocal stress solution of an axisymmetric crack problem and approximative method of series expansion.
混凝土实测应变包含弹性应变、徐变应变及混凝土自由变形、温度应变等非应力应变。
The measured strain of concrete includes the elastic strain, creep strain and also the non-stress strain like the concrete free deformation and temperature strain.
而在低温保温阶段,应力虽然较高,但温度较低,非弹性应变也不明显。
The reason is that both temperature and stress combine to affect the accumulation of inelastic strain.
利用光弹性实验对非等长度组合厚壁筒进行应力分析,验证了有限元计算结果。
The stress of assembled circular tubes with different lengths was analysed with photoelastic test, and the calculated result by finite element method was probed.
应力边界条件的提法是线性非局部弹性理论尚未解决的一个理论问题。
Stress boundary condition in the nonlocal linear elasticity theories is an unsolved problem.
应力边界条件的提法是线性非局部弹性理论尚未解决的一个理论问题。
Stress boundary condition in the nonlocal linear elasticity theories is an unsolved problem. In this paper, this problem is studied.
本文的主要内容是以转换层厚板为例来探讨非杆件结构体系按照弹性应力图形进行配筋的方法。
The mass of this paper is to discuss the method of placing steel bars in accordance with stress diagrams for non-pole structure with a instance of the thick plate transition layer.
随着应力的增加,材料模量减小,非弹性应变变大,复合材料的应力-应变行为表现为非线性直至断裂。
The modulus of the material decreases and the inelastic strain increases with the increase of tension stress, and the composite exhibits a largely non-linear stress-strain behavior up to rupture.
本文采用直接边界元法,研究了土的弹塑性、粘塑性(含蠕变)及温度应力等非弹性状的边界积分方程求解摸式。
With direct B. E. M. the boundary integral equations of soil for elastoplasticity, viscoplasticity cluding creep and temperature stress are researched and soluted.
进一步增加调制周期,两调制层之间产生非共格界面,破坏了薄膜中的交变应力场,薄膜的硬度和弹性模量也随之降低。
Further increasing modulation period leads to the emerge of incoherent interface and the destroy of alternating stress field, accompanied by the decreased mechanical properties.
进一步增加调制周期,两调制层之间产生非共格界面,破坏了薄膜中的交变应力场,薄膜的硬度和弹性模量也随之降低。
Further increasing modulation period leads to the emerge of incoherent interface and the destroy of alternating stress field, accompanied by the decreased mechanical properties.
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