elastoplasticity वाक्य

उदाहरण वाक्य

1. Perfect elastoplasticity analysis of load - carrying behavior of deeply embedded rectangular rigid foundations
2. The elastoplasticity finite element calculation program dfem is successfully developed , which is based on damage mechanics model
3. Based pm the method of static elastoplasticity , the failure dependency problem of rc frame structures studied under small and strong earthquakes
4. The theoretical model of analysis for thermal elastoplasticity of functionally graded materials has a very important significance to its design and development
5. For years , he is successively engaged in the theory of elastoplasticity and experimental research of reinforced concrete structure , building aseismic accrediting and strengthening , structural design and project management
6. Obtained pre - tight and in the work process pressure distribution , the frictional stress , the elastoplasticity distortion and the stress distributed cloud chart and so on , and has carried on the thorough comparison and the analysis to the result
7. 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
8. 2 . by analyzing and comparing the soil ? stress - strain relation of the non - linear - elasticity and elastoplasticity , an elastoplastic constitutive model of reinforced earth is created for numerical calculating , and the dynamic stress - strain relations is derived
9. So the various time response histories of structures are realistically described and the seismic field - movements of the system are simulated under different working conditions such as various earthquake waves elasticity or elastoplasticity of soil and pile - soil contact etc . the linear or nonlinear characteristics of histories response of upper - lower structural parts under seismic are prominently re - shown by means of gradual meshing finite - elements for near - far fields with the 3d spring - dashpot boundary elements . based on the above analysis , many designs and tests about interactive structures may be developed accurately
10. By means of the finite element inverse analysis , based on stress - strain theoretical equations of the elastoplasticity and viscoelasticity - viscoplasticity , the change of the valley - side margin stress distribution during original state , the condition of human cutting a terrace of building houses in the loess slope , and the condition of cutting the top of loess slope is elucidated