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RESEARCH ON FAILURE MECHANISM AND ULTIMATE LOAD CARRYING CAPACITY OF PRESTRESSED CABLE
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Abstract Commonly failure model of prestressed cable is analyzed. Much attention has been paid to geometric form of cable which influences bond strength. By means of theoretical method，the interface behavior between cable and grout is analyzed as well as its failure mechanism. Comparison with practical and laboratory test results has been made. It is shown that theory analysis is in good agreement with experimental results. Furthermore，the ultimate load carrying capacity is established.
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Received: 08 May 2004
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WANG Zhaoyu1, 2, ZHAO Weihua1, 2*, JU Nengpan1, 2, LIN Qinghua1, 2, TAN Lin1, 2, HU Xiaolong1, 2. Constitutive model for shear creep behavior of fault gouge containing crushed rock#br#[J]. , 2026, 45(4): 1266-1276. |
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