deformation curve sentence in Hindi
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- Study on hyporbolic shear deformation curve of the discontinuous plane in rock mass
- By prolonging the deformation curve , we can estimate the tendency of deformation
- On the basis of the paper , we write a program to estimate ds and draw deformation curve
- Using this program , we can estimate ds and draw deformation curve conveniently . moreover , we can estimate the tendency of the curve evolution
- In order to establish the nonlinear elastic model of qi loess , the hump curve was used to stimulate both the softening stress - strain curve and the volume deformation curve
- Through iteration for all incremental steps the ultimate load can finally be found . using the present method the ascending segment of the load - deformation curve can be obtained . considering of the effect of stability and material strength
- The specimen of the test was stimulated by viscoelastic model and the wheel load was stimulated by special function , which are brought into viscoelastic equation . after solving the equation , we can work out the theoretical answer . thus we can figure out the ds and the deformation curve
- Nonlinear constitutive relations are discussed for analyzing the stress distribution , the appearance and development of the cracks , as well as the behavior of the boundary conditions of the two way slabs respectively . in the light of the experimental research on r . c . two way slabs under static loading , the behavior of yield line , the load deformation curves and the crack yield , plastic limit loads of slabs with different supporting conditions are studied
- In the paper , by using bp ( back propagation ) method of ann , we can get the relationship between grading , asphalt - aggregate ratio , bulk density , percentage of voids , test temperature and ds . at the same time , we can get the relationship between grading , asphalt - aggregate ratio , bulk density , percentage of voids , test temperature and viscoelastic parameter . at last , we can estimate the ds and draw the deformation curve
- The progress of this method can be divided into two steps . one is found the relations of the moment , compression force and the curvature on the base of the balance of the internal force . the other step is to found the relation of the flexibility , corner and the curvature through the elemental deformation curve
- It makes decision on stability state of countryrock according to in - situ surveying datum , and grey prediction model is formed using the deformation curve of country rock . this model can predict latter displacement of country rock . deeper analysis is also been counducted on countermeasure and mechanism of softrock tunnel , and gradation analysis method is applied to select the optimum bracing plan
- Based on the above experiments , the 18 rpc filled circular steel tube were completed , which has yielded some positive fruits : 1 . this paper collects the test data on the stain deformation and ultimate loading capacity , describe the change of figure and the failure patterns of the specimens , and analyze the characteristic of it ' s load - deformation curve and the all course of work
- On basis of experimental analysis , several conclusions can be indicated that : roughness of cement face or structural plane can be described well quantitatively with fractal dimension in paper . roughness increases inner friction angle and cohesive force , and transfers characteristics of shear deformation curve and mechanics and form of shear failure
- Abstract : through statistical analysis of the rock mechanic properties of upper jurassic and cretaceous red mudstones , siltstones and sandstones in the middle sichuan red basin , the range of their compressive strength , the features of the shearing strength and of the deformation curves are proposed in this paper
- Based on tests of nine 1 / 2 - scaled model slabs under vertical loads , the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads . 2 . based on aseismic tests , the paper put forward a model of concrete frame , silica brick and a combination of the two , proposed that the silica brick works as a 45 compression bar , analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
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