Crack Control in Concrete Beams by Surface Reinforcement with Glass Fibres

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 channel sections moulded into the tension surface of the test beams which were 3.5m long were tested in four-point bending on a simply supported span of 3m. On beams which had been kept dry, the grc surfacing had a significant effect in reducing the size of cracks in the concrete at the design working load but had no effect on deflections; no visible cracks appeared on the surface of the grc until the steel had yielded, at a load well above the design ultimate. Some beams were subjected to artificial aging before test, by immersing them in hot water to represent natural exposure of the grc for periods of up to 30 years. On these beams embrittlement of the grc surfacing rendered it virtually ineffective in controlling cracks in the concrete. The observed behavior compares well with predictions made from a knowledge of the relevant material properties. Considerable improvements in performance could be expected from newer developments in fiber cement composite technology and by using deeper sections for the surface reinforcement. A logical development, which is likely to have economic advantages, is to use suitable sections of rigid fiber reinforced cement sheet as permanent formwork for reinforced concrete members. (Copyright (c) Crown Copryight 1980.)