碳纤维加固建筑夹芯板的挠度及承载力分析

摘要

采用有限元软件ANSYS模拟计算，通过修正剪力分配系数，主要对比研究普通夹芯板和碳纤维加固夹芯板的挠度计算公式和受弯承载力，为以后的设计工作提供了理论基础。%The paper adopts the finite element software, ANSYS, to simulate the calculation, and undertakes the comparative research on the de-flection formulation and flexural capacity between common sandwich structure and consolidated sandwich structure with carbon fiber by modifying the shear distribution coefficiency, so as to lay the theoretic foundation for following design.