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Tensile bond test of steel fibre reinforced concrete

机译:钢纤维混凝土的拉伸粘结试验

摘要

The test arrangement consists of two mild steel blocks 16,18 with the fibre/matrix interface 17/19 assembled between. A layer of a strong cold cure epoxy adhesive 15 is applied to one block surface and the required number of fibres are placed adjacent to each other on the adhesive layer to form a bed. After the adhesive has cured the block is placed on an alignment plate with a small gap from the second block 18. The gap edges are sealed and the matrix is poured into position to bond the fibres to the other steel block. The arrangement is loaded in tension via bars through holes 20 in the blocks thus ensuring alignment perpendicular to the fibre bed plane. Comparison with mild steel is also made by bonding the two blocks directly with the matrix.
机译:该测试装置包括两个低碳钢块16,18,其间组装有纤维/基质界面17/19。将一层强冷固化环氧胶粘剂层15施加到一个块表面,并将所需数量的纤维彼此相邻放置在胶粘剂层上以形成床。在粘合剂固化之后,将块体放置在与第二块体18具有很小间隙的对准板上。将间隙边缘密封并将基体倒入适当位置以将纤维粘结到另一个钢块上。该装置通过杆穿过块中的孔20而承受拉力,从而确保垂直于纤维床平面对齐。通过将两个块直接与基体粘结,也可以与低碳钢进行比较。

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