首页> 外文会议>日本建築学会;日本建築学会大会 >DEFORMATION CAPACITY OF UNBONDED POST-TENSIONING MONOSTRAND ANCHORAGES UNDER MONOTONIC AND CYCLIC LOADING (PART 2: MONOTONIC LOADING TEST RESULTS)
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DEFORMATION CAPACITY OF UNBONDED POST-TENSIONING MONOSTRAND ANCHORAGES UNDER MONOTONIC AND CYCLIC LOADING (PART 2: MONOTONIC LOADING TEST RESULTS)

机译:单调和循环荷载作用下无粘结的后张定刚度锚固的变形能力(部分2:单调荷载试验结果)

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According to the test results the following conclusions can bederived: All the samples showed ultimate strength larger than0.95fpu. However, due to the fracture of only one or a few wires, allsamples were not able to develop their full capacities. In general, CPanchors showed better ultimate capacities than BL anchors.Ultimate strain capacity was found to be between 4.4-4.7% in CPand 1.5-4.0% in BL. The maximum wedge seating was found to bebetween 6.6-7.5mm in CP and 6.2-6.7mm in BL.
机译:根据测试结果可以得出以下结论:所有样品的极限强度均大于0.95fpu。但是,由于仅一根或几根电线断裂,所有样品都无法发挥其全部容量。一般而言,CPanchor的极限承载力要比BL锚更好,CP的极限应变能力在4.4-4.7%之间,BL的极限应变能力在1.5-4.0%之间。发现最大楔形座在CP的6.6-7.5mm和BL的6.2-6.7mm之间。

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