elastoplasticity उदाहरण वाक्य
उदाहरण वाक्य
- 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