摘要
In order to investigate the tensile bond anchorage properties of Australian 500N steel bars in concrete,111 pullout tests were conducted.The precise bond slip values have been gained by using the laser displacement sensor with high resolution,including the complete bond-slip curves.How the main anchorage factors such as concrete strength,bar diameter(8,10,12,16,20,24,28,32 and 36 mm) the concrete covered,embedded length and transverse reinforcement influencing the bond anchorage properties was studied under tensile condition.The process of the tensile force-slip failure for Australian 500N reinforcing steel can be divided into five stages:elastic stage,local slip stage,slip in ascent stage,slip in descent stage and remnant stage.The formula for calculating the tensile bond strength of Australian 500N reinforcing bar in concrete was proposed according to the test results,including the consistent model for tensile bond-slip relationship.
In order to investigate the tensile bond anchorage properties of Australian 500N steel bars in concrete, 111 pullout tests were conducted. The precise bond slip values have been gained by using the laser displacement sensor with high resolution, including the complete bond-slip curves. How the main anchorage factors such as concrete strength, bar diameter (8, I0, 12, 16, 20, 24, 28, 32 and 36 mm) the concrete covered, embedded length and transverse reinforcement influencing the bond anchorage properties was studied under tensile condition. The process of the tensile force-slip failure for Australian 500N reinforcing steel can be divided into five stages: elastic stage, local slip stage, slip in ascent stage, slip in descent stage and remnant stage. The formula for calculating the tensile bond strength of Australian 500N reinforcing bar in concrete was proposed according to the test results, including the consistent model for tensile bond-slip relationship.
基金
Project(DP0988940) supported by Australian Research Council Discovery Grant Program
Project(2011M500930) supported by Postdoctoral Science Foundation of China
Project(11KJB560003) supported by College Natural Science Foundation of Jiangsu Province,China
Project(163050072) supported by the Talent Introduction Foundation of Nanjing Forestry University,China
关键词
粘结锚固性能
钢筋直径
拉伸条件
澳大利亚
混凝土
粘结滑移关系
滑动破坏
粘结强度
Australian 500N steel bars
pullout test
embedded length
tensile bond strength
bond-slip relationship
concretestrength
bar diameter