elastoplasticity वाक्य
उदाहरण वाक्य
मोबाइल
- Perfect elastoplasticity analysis of load - carrying behavior of deeply embedded rectangular rigid foundations
- The elastoplasticity finite element calculation program dfem is successfully developed , which is based on damage mechanics model
- Based pm the method of static elastoplasticity , the failure dependency problem of rc frame structures studied under small and strong earthquakes
- The theoretical model of analysis for thermal elastoplasticity of functionally graded materials has a very important significance to its design and development
- 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
- 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
- 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
- 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
- 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
- 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
- The methods considering the elastoplasticity are the elastic - plastic hinge method and the pseudo load method . based on the need of non - linear analysis , researchers brought forward nonlinear calculation methods to control the iterative constringency , such as the load controlling method , the displacement controlling method , the arc length controlling method and the pseudo load method
- With this paper ' s study , we can understand the history of thermal elastoplastic deformation and thermal stresses of graded coating more deeply . this paper builds a model which can better describes the thermal elastoplasticity of metal / ceramics graded coating and multilayered materials , and it builds the theoretical basis for the optimized design and thermal elastoplasticity analysis of metal / ceramics graded coating and multilayered materials . the research of this paper has important guidance significance to the engineering application of the graded coating
- This paper analyzes and modifies all the factors influencing the stability such as elastoplasticity , horizontal loads and asymmetry loads . 6 . this paper presents a practical second - order method of the stability of main frame of the steel arch gate by combining the virtues of calculating length method
- The comparison and analysis of calculations with damage elastoplasticity and with conventional finite element model show that the damage model that calculates with rock mechanical parameters are more precise than conventional finite element model in reflecting the anisotropy and discontinuity of rock masses
- The existing theoretical analyses have n ' t refelcted this true mechanism of the force transfering in fixed segment of anchor bar . for the sake of studying the working course from elastic to elastoplasticity slide better , this paper put forward shear stress - displacement curve , and solve the internal force distribution along anchor bar by the basic equntion . at the same time , this paper analysize the difference of columniform fixed segment and the segmeng with anchor slab at the foot of anchor bar
- According to the practical geological model of slope , by means of the finite element analysis , from the constitutive equations of the elastoplasticity and the viscoelasticity - viscoplasticity , the process and mechanism for progressive failure of the locked segment of rockmass are quantitatively revealed and simulated during the rupture , deformation , destruction , and failure of highsteep slope rockmass , and the dynamics driving the motion of rocky landslide with violent starting velocity by high pressure water flow is dealed with
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