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Fire Research on Seismically Damaged Concrete Beams Repaired with Epoxy Adhesives

机译:环氧胶粘剂修复地震损伤混凝土梁的火灾研究

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The behavior of epoxy-repaired concrete beams during fire exposure is discussed. The shear failures in small beams are examined, and it is noted that shear failure generally occurs through epoxy-repaired cracks at temperatures exceeding 150F. Failure loads decrease with increasing temperature due to presence of shear-type failure mode for epoxied specimens. When epoxy-repaired beams failed in pure flexure, the ultimate strengths were not significantly affected by temperature. Construction, repair, and experimental testing are described for four large-scale specimens: two rectangular and two T-shaped cross sections.

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