通过对某渡槽质量和缺陷等参数现场调查检测,对老渡槽进行加载试验,测试老渡槽的受力性能,并使用ANSYS非线性有限元软件模拟试验,通过对试验结果与模拟结果的对比,了解了钢丝网水泥砂浆的现状特性,为老渡槽维修加固提供依据。 Through the on-site investigation of the parameters such as the quality and defect of aqueducts, the old aqueducts were loaded and tested to test the force performance of the old aqueduct. ANSYS nonlinear finite element software simulation test was used. By comparing the test results with the simulation results, The status quo characteristics of steel mesh mortar, old aqueducts provide the basis for maintenance and reinforcement.