CRACK CONTROL IN CONCRETE BEAMS BY SURFACE REINFORCEMENT WITH GLASS FIBRES.

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作者：
Raithby, K.D.
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TRRL Laboratory Report (Transport and Road Research Laboratory, Great Britain) | 1980年 / 947期
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摘要：
Tests were made on composite reinforced concrete beams incorporating a surface layer of glass reinforced cement (grc) to investigate the effect of local surface reinforcement on serviceability behavior. The grc was in the form of 6 mm thick shallow channel sections molded into the tension surface of the test beams, which were 3. 5 m long and were tested in four-point bending on a simply supported span of 3 m.
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