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Performance of cs-sleeve under direct tensile load: part II: structural performanceud

机译:cs套筒在直接拉伸载荷下的性能:第二部分:结构性能 ud

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摘要

Tensile resistance of a sleeve connector used to connect between two structuraludcomponents by confining grouted reinforcement bars relies on interaction among reinforcementudbars, sleeve and grout. In this study, a total of nine specimens with different configurations, sizesudof sleeves, reinforcement bars’ surface conditions and also grouting materials were tested underuddirect tensile tests. This paper presents further discussion on the study of performance of CSSleeves,udparticularly on the load-displacement graphs and load-strain graphs of the specimens inudorder to acquire the structural performance of the specimens. The test data indicates that threads onudreinforcement bar had significantly deteriorated the bonding mechanism between reinforcementudbars and grout. None of the specimens achieved the required strength. However, the findingsudobtained from the study provide essential basis for future research in developing an adequateudsleeve connector.
机译:通过限制灌浆的钢筋用于连接两个结构构件之间的套管连接器的抗拉强度取决于钢筋,套管和灌浆之间的相互作用。在这项研究中,总共对9个试样进行了直接拉伸测试,这些试样具有不同的形状,尺寸,衬套尺寸,钢筋的表面状况以及灌浆材料。本文对CSSleeves的性能进行了进一步的讨论,特别是关于试样的位移-位移图和荷载-应变图,以获取试样的结构性能。测试数据表明,钢筋上的螺纹严重破坏了钢筋与灌浆之间的粘结机制。没有一个样品达到要求的强度。但是,从研究中获得的发现为将来在开发适当的/超袖套连接器中提供了必要的基础。

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