Based on the generalized variational principle of the modificatory variables and substituent shearing strain field interpolation of the bending theory of the mindilin plate , this paper brings up the nine - node mixed plate bending element and adopts the sap2000 ? a large - scale finite element analysis programs . by the examples , we find the precision of the method is satisfying
22.
The main contributions of the dissertation are as follows : on the basis of experimental results , the operational effects , such as the magnitude of magnetic field , the temperature and the rate of shear strain , on the shear stress of the mr fluid are shown and models of the quasi - bingham model and a nonlinear model for the shear stress of the mr fluid also are developed , in which the characteristic of " shear - thin " of the mr fluid is described
23.
Through studying the working mechanism of the composing , the paper referred the bearing ' s analyzing model and designing flow . through shearing test of high damping rubber , the paper analyzes the influence of shearing shape , shearing strain range and inspiriting frequence on the characteristic parameters ( dynamic shear elastic module , dissipation engineering module , wasted gene ) . according to the rule of equivalent energy , the paper gets the hysteretic curve of hdr ' s equivalent bilinear model and parameters ' calculating formula
24.
Yet for thickness shear actuators , due to the shear deformation dominates the plate deflection for shear actuation mechanism , the higher order shear theory can provide more accurate evaluation of the shear strain energy of the plate than the first - order one , higher order shear deformation theory can provide more accurate evaluation of the deformation of the plate
25.
Pas , which is varied in alternating models to discuss the effect of visvosity on deformation because it is hard to estimate the true value of the crust . some results acquired by computer calculation show that the rigid garnet porphyroclasts can rotate as the matrix flows , and the rotational degree depends on the shear stress , shear strain , ratio of porphroclasts to matrix and the locations of porphyroclasts in the zone
26.
This variation of stresses is due to the action of in - plane shear strain in the plate , which is termed �� shear - lag �� . stresses larger than the elementary bending uniform stress thus develop at the web - flange connection . an appropriate reduced �� effective width �� of the plate - with the uniform stress equal to the maximum longitudinal stress - has been widely used by engineers in conjunction with the elementary beam bending theory
27.
A certain thickness of sand cushion of a certain size or gradation is paved between the foundation and ground in this new method . when earthquake happens the sand cushion will have plastic shearing strain , reducing the input of high frequency volume , thus consume the earthquake energy form substrate . it is showed in shaking table experiments that there is relevant slippage between foundation and sand cushion , which can prevent the seismic energy from being passed to the above structure and thus reduced the seismic role for the above structure
28.
Based on the method of directly assuming rational shear strain and deflection fields , a new generalized conforming triangular , 9 dof thick - thin plate bending element , named tsl - t9 , is successfully constructed using semiloof constrains . its stress solutions are improved by the hybrid post - processing procedure . this element is robust and free of shear locking , and possesses excellent performance for both thin and thick plates
29.
Taking the results as boundary constraint and the velocity field of horizontal movement after transforming reference frame as the load of fem node , the velocity field of horizontal movement in the region is simulated , the principal strain rate field and maximal shear strain rate field are calculated , the variety characteristics of the two rate fields and relation between the variety characteristics and strong earthquake preparation are analyzed
30.
Saturated sand are testes in the laboratory under the undrained cyclic loading condition with static - dynamic dual purpose triaxial compression test apparatus , which is designed under the cooperation of hohai university and marui co . ltd japan . the results indicate that the stress path approaches from a initial stress point to the failure lines as cyclic loading goes on , and eventually converges on a certain limiting stress path in the vicinity of the failure lines . the stress - strain curve , however , does not converge on a closed hystersis loop ; the shear strain rapidly increases in looser sand or gradually and continually increases in denser sand
How to say shearing strain in Hindi and what is the meaning of shearing strain in Hindi? shearing strain Hindi meaning, translation, pronunciation, synonyms and example sentences are provided by Hindlish.com.
