Nonlinear Finite Element Ultimate Analysis Of Reinforced Concrete Hollow Shear Wall With Different Forms

The different forms of hollow shear-walls are appeared under the condition that the walls are being reformed and how to avoid the energy being wasted. This kind of walls are good in use, for its light in weight, small stiffness and good extended capacity.On the basis of the traditional elasticity theory, nonlinear theory and ultimate theory, this paper analyzes the whole process of reinforced concrete hollow walls with different forms in the loading test of distributing static loads. This paper first analyzes two types of hollow wall on the base of nonlinear finite element ultimate analysis theory. Compared with the test results, the theoretical analysis are agreed with the test results, which shows that the analysis methods are relatively good accuracy. In order to study the influence of the silt width on the silt hollow shear-wall, another type of silt hollow shear wall model is made and got the analysis results in theory.The main analysis program is ANASYS, which is a kind of nonlinear finite element program. In the paper, it gives some introduction and advice when analyzing the reinforced concrete.