Mao Daling, Liu Lixin, Fan Li. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 67-69,90. doi: 10.13204/j.gyjz200412019
Citation:
Mao Daling, Liu Lixin, Fan Li. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 67-69,90. doi: 10.13204/j.gyjz200412019
Mao Daling, Liu Lixin, Fan Li. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 67-69,90. doi: 10.13204/j.gyjz200412019
Citation:
Mao Daling, Liu Lixin, Fan Li. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 67-69,90. doi: 10.13204/j.gyjz200412019
Based on 72 HRB500 steel bar specimens pull-out tests,it is investigated that the bond-anchorage properties of HRB500 steel bar s and the main factors influencing the bond capacity between HRB500 steel bars a nd concrete.Then the calculating formula of bond length has been established thr ough statistical regression,and the formula on critical anchoring length of HRB5 00 steel bars is also deduced.In the end,the design of anchoring length by way o f reliability analysis of HRB500 steel bars concrete elements are proposed.
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