首页> 外文会议>International conference on composites in infrastructure;ICCI'98 >Behavior of Carbon Fiber Reinforced Polymer (CFRP) Tendons Subjected to Combined Axial and Flexural Loads
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Behavior of Carbon Fiber Reinforced Polymer (CFRP) Tendons Subjected to Combined Axial and Flexural Loads

机译:碳纤维增强聚合物(CFRP)肌腱在轴向和弯曲载荷共同作用下的行为

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The expanded use of fiber reinforced polymer (FRP) tendons as prestressing and post-tensioning tendons requires that these tendons be subjected to high axial loads while bent or harped around a curved surface. This paper describes the behavior of one type of CFRP tendon when subjected to combined axial loading and harping.Four test series to study the tendon fiber strain distribution and seven test series to study the tendon ultimate strength were conducted. The tendons were subjected to various combinations of axial loading and harping around a curved surface. Test parameters for the ultimate strength tests included tendon axial load, bend angle, and curvature of harping point. Harping points were set to either 25 mm (1 in.), 127 mm (5 in.), or 508 mm (20 in.) radius. Ultimate strength tests included static strength tests and fatigue tests.Results of the static tests indicate that at failure, the flexural strains at harped point far exceed the average fiber strain recorded in uni^axial tensile strength tests. The flexural strain is defined as the difference between strain readings from a 3.2 mm (0.125 inch) strain gage placed on the tendon bend outside face and the tendon average axial strain. No flexural strains were observed away from the tendon bend beyond about 152 mm (6 in.). Based on the tests, an expression for the tendon flexural strain at harped point as a function of axial load, bend angle, and harping plate curvature was developed. This expression for flexural strain at harped point was used in a maximum strain failure criteria model that accurately predicts the failure of specimens tested in this research. The results of the fatigue testing indicated no degradation of tensile strength due to fatigue loading.
机译:纤维增强聚合物(FRP)肌腱作为预应力和后拉伸肌腱的扩展使用要求这些肌腱在弯曲或竖立在弯曲表面上时承受较高的轴向载荷。本文描述了一种类型的CFRP筋在承受轴向荷载和竖向荷载共同作用下的行为。 进行了四个测试序列来研究肌腱纤维的应变分布,并进行了七个测试序列来研究肌腱的极限强度。肌腱承受了轴向载荷和围绕弯曲表面的竖向弯曲的各种组合。极限强度测试的测试参数包括肌腱轴向载荷,弯曲角度和竖向弯曲点。竖琴点设置为25毫米(1英寸),127毫米(5英寸)或508毫米(20英寸)半径。极限强度测试包括静态强度测试和疲劳测试。 静态测试的结果表明,在破坏时,竖立点处的挠曲应变远远超过了单轴抗拉强度测试中记录的平均纤维应变。挠曲应变定义为来自放置在腱弯曲外表面上的3.2毫米(0.125英寸)应变计的应变读数与肌腱平均轴向应变之间的差。远离腱弯曲处未观察到超过152毫米(6英寸)的弯曲应变。基于这些测试,得出了竖向点处的腱弯曲应变随轴向载荷,弯曲角度和竖向板曲率而变化的表达式。在最大应变破坏标准模型中使用了在竖立点处的弯曲应变的表达式,该模型可以准确地预测本研究中测试的样本的破坏。疲劳试验的结果表明,没有由于疲劳载荷引起的拉伸强度的降低。

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