Through finite element analysis,determine the influence characteristics of the elastic modulus of the insulation layer and the arrangement of tie members on the outer bearing capacity and stiffness of the wall panel,the combination degree of the test pieces,and the calculation methods for the bearing capacity,stiffness,and cracking moment of the wall panel.The results show that the bonding effect between the inner and outer leaf sand aerated wall panels and the intermediate insulation layer can signifi-cantly improve the surface bearing capacity and stiffness of the sand aerated composite exterior wall panels.The increase in the number of tie pieces has a relatively small impact on the load-bearing capacity and stiffness of sand aerated composite exterior wall panels.The combination degree of sand aerated composite exterior wall panels is relatively low,and the surface bearing capac-ity and stiffness are calculated according to the non combination stress mode.The calculation method for the cracking moment of ordinary reinforced concrete slabs is in good agreement with the experimental values,and can be applied to the calculation of the cracking moment of such sand aerated composite exterior wall panels.
关键词
砂加气混凝土/复合外墙板/抗弯性能/刚度分配/弯矩分配
Key words
sand aerated concrete/composite exterior wall panel/bending resistance/stiffness distribution/moment distribution
维普
万方数据