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通过对玻璃钢板材的本构关系的研究，获得了玻璃钢板材的基本力学性能。在此基础上对粘贴有玻璃钢板材的钢筋混凝土Ｔ形梁进行静力试验，得出了玻璃钢板材对提高梁受力性能的贡献，并与钢筋混凝土梁及粘钢加固梁做一对比。应用程序进行计算表明，计算值与试验值符合较好。本文为玻璃钢板材加固提供了设计依据。
Through the study of the constitutive relationship of the FRP plate, the basic mechanical properties of the FRP plate were obtained. Based on this, a static test was conducted on the reinforced concrete T-shaped beam with FRP plate bonded. The contribution of the FRP plate to improve the mechanical performance of the beam was compared with that of the reinforced concrete beam and the bonded steel reinforced beam. The application calculations show that the calculated values are in good agreement with the experimental values. This article provides a design basis for the reinforcement of FRP sheets.