Load Transfer Analysis By Mechanism On The Beam Column Joint Of Reinforced Concrete Beam And Steel Reinforced Concrete Column

This thesis firstly introduced the properties,the history and the base form of Steel Reinforced Concrete(SRC).This thesis focus on beam-column joints of Reinforced Concrete Beam-Steel Reinforced Concrete Column,hoping to do sone constructive works.Renforced concrete finite element analysis is an important research direct in structure analysis realmit can comparatively nicety analyses the endure force capability of many complex configuration in engineering,and these configurations system sometimes difficult to using examination methods to make certain.In this thesis, nonlinear finite element analysis different beam-column joints of Reinforced Concrete Beam-Steel Reinforced Concrete Column was studied with ANSYS. The capacity, relation of stress-strain, the distributed regulation of rection in steel of column,the development of crack when the joint damaged and other abilities of joints was analyzed. Good agreements among the finite element results were found. It showed the models are accurate. In analytical process,the main factors were fully considered which influnced the force function, destructive appearance, computational assumption, bearing capacity,crack and rigidity deformation of beam-column joints of Reinforced Concrete Beam-Steel Reinforced Concrete Column.ANSYS conduct and actions as an nonlinear analysis software can imitate really the bearing forced structural state, clear and definite the distributing district of stress.Then failing modle,load transfer by mechanism and the computational method of shearing resistance of beam-column joints of Reinforced Concrete Beam-Steel Reinforced Concrete Column were presented,new means and method of computational theory and analysis were provided to intensity, rigidity, deformation and the development of crack of beam-column joints of Reinforced Concrete Beam-Steel Reinforced Concrete Column.