摘要
为了研究纤维格栅增强混凝土道面的弹性性能,采用复合材料力学理论,推导了纤维格栅增强水泥混凝土道面弹性模量的计算公式,并将试验数据和理论计算结果进行对比分析。结果表明,理论计算结果与试验测试数据吻合很好,证明了弹性模量计算公式的正确性。
The formula for calculating elastic modulus of concrete pavement reinforced with fiber grid is presented using composite material mechanical theory. The experimental results and the theoretical calculation results are compared and analyzed. The result shows that the theoretical calculation results coincide well with the experimental results on the formula for calculating elastic modulus of concrete pavement reinforced with fiber grid.
出处
《公路》
北大核心
2015年第7期43-46,共4页
Highway
基金
军队科研基金项目,项目编号KH0811029
