Wedge splitting test was carried out on the concrete exposed to high temperature to investigate the relationship between crack tip opening displacement ω and crack mouth opening displacement δ during the whole fracture process. It is found that the initial cracking load determined from δ ω curve shows a good coincidence with that determined from load crack mouth opening displacement (P δ) curve. The value of ω was calculated from δ based on the two parameters fracture model and hinge model, and the comparison with the experiment data show the two parameters fracture model has a better accuracy. Finally, the exponent relationship of ω and crack extension Δa was established.
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YU Kequan, SHANG Xingyan, LU Zhoudao. Crack Opening Displacement of Concrete Exposed to High Temperature[J].同济大学学报(自然科学版),2013,41(11):1653~1657