摘要
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 。
With the method of finite analysis, this paper analyzes test beam specimen with steel fiber concrete layers located at different parts. In contrast to test consults, it is proved that the modulus graphure of the trail beams with certain-thickness steel fiber concrete layer at its bottom can be heightened effect, which is a persuasive proof of Reinforced Mechanism of Layered Steel Fibber Concrete .
