基于等效单层板理论的复合墙板挠度计算验证

摘要

在对一种竹筋—陶粒新型复合墙板的弯曲性能试验基础上，提出了复合墙板刚度和挠度计算的“等效单层板理论”，将挠度理论值与试验值对比，发现基于“等效单层板理论”的复合刚度公式可应用于此类板的挠度计算。%Based on the flexural behavior experiment on new bamboo-ceramic concrete composite wall panels,“equivalent single-plate theory”is proposed to calculate the stiffness and deflection of composite wall panels. The theoretical values and experimental values of deflection compared and found that based on the“equivalent single-plate theory”,the composite stiffness formula can be applied to calculate the deflection of such boards.