The Experimental Study Of T-Shaped Hayride Concrete Short Lamb Shear Wall Subjected To Biaxial Eccentric Compression

As we know, the lightweight aggregate concrete is an ideal building material on account of its properties such as light weight, high heat preservation and inhere fire resistance. Based on the experimental study of five T-shaped hayride concrete short-lamb shear wall subjected to biaxial eccentric compression, this thesis reveals the failure pattern of T-shaped the short-lamb shear wall lightweight aggregate concrete under biaxial eccentric compression, researches on the behavior of ultimate strength of T-shaped members, examines the hypothesis of plane cross-section of average strain, and summarizers the general regularity of ultimate strength of T-shaped lightweight aggregate concrete the short-lamb shear wall.In addition, we carried on the simulation analysis about this short-lamb shear wall members by the finite element analysis software ANSYS and program, so that we can get a detail result. With the ANSYS and programming, N-M interrelated curves and Mx-My interrelated curves of T-shaped the short-lamb shear wall can been gained. The comparison between the calculations theoretically results and the experimental results shows that the calculation theoretically results agree well with the experimental results. And lightweight aggregate reinforced concrete can meet strength of the structure, and be applicable to the specially shaped short-lamb shear wall frame structure system.