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采用有限元方法对钢纤维混凝土层在不同位置的试验梁进行分析 ,并与试验所测结果进行对比 ,得知在试验梁底部布置一定厚度的钢纤维混凝土层能有效提高试验梁的抗折强度 ,从而为上下层布钢纤维混凝土路面的增强机理提供有力的证据
The finite element method is used to analyze the test beam of steel fiber concrete at different positions and compared with the test results. It is found that arranging a certain thickness of steel fiber concrete layer at the bottom of the test beam can effectively improve the flexural strength , Which provides strong evidence for the reinforced mechanism of the upper and lower steel fiber reinforced concrete pavement