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推导了考虑弯矩重分布后的GFRP筋混凝土连续梁跨中挠度的计算公式,通过6根GFRP筋混凝土连续梁试验验证了公式的适用性,为进一步研究GFRP筋混凝土连续梁的受弯性能提供了参考。
The formula of midspan deflection of GFRP reinforced concrete continuous beam considering moment re-distribution is deduced. The applicability of the formula is verified by six GFRP reinforced concrete continuous beams. The results provide the theoretical basis for further study on flexural behavior of GFRP reinforced concrete continuous beams. For reference.