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Tension Test for Axially Vibrated Prestressing Fine-Rolled Screw-Threaded Steel Bars Based on Thread-Contact Connection

机译:基于螺纹接触连接的轴向振动预应力细轧螺纹钢筋的张力试验

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摘要

The interface between anchor plate and anchorage nut can be considered as a coupling spring whose stiffness is essentially the contact stiffness related to normal force at the contact surface, thus removing the usual assumption of fixed connection. The nut threads and steel bar are also connected with a coupling spring with the stiffness determined based on the threads treated as cantilever components. An analytical model was developed to assess the axial vibration of an anchorage system consisting of prestressing fine-rolled screw-threaded steel bars (P/S FSSBs). Both laboratory model and field tests show that the contact stiffness between anchor plate and anchorage nut has good a linear relationship with the effective tension of prestressed tendons. The vibration model was used to obtain the natural frequency and tensile force of a P/S FSSB. It is shown to be feasible and practical. According to the analytical model and test method presented in this paper, the proposed tension tester for P/S FSSBs possesses the features of repeated use, rapid testing, and minimized impact on the construction and is thus suggested for wider practical applications.
机译:锚板和锚固螺母之间的界面可以被认为是耦合弹簧,其刚度基本上是与接触表面处的法向力相关的接触刚度,从而消除通常的固定连接的假设。螺母螺纹和钢棒也与连接弹簧连接,该联接弹簧具有基于被视为悬臂部件的螺纹确定的刚度。开发了一种分析模型,以评估由预应力细轧螺纹钢筋(P / S FSSB)组成的锚固系统的轴向振动。两个实验室模型和现场测试都表明锚板和锚固螺母之间的接触刚度与预应力肌腱的有效张力有良好的线性关系。振动模型用于获得P / S FSSB的固有频率和拉伸力。它被认为是可行和实用的。根据本文提出的分析模型和试验方法,P / S FSSB的提出的张力测试仪具有重复使用,快速测试和对结构的最小影响的特点,因此建议更广泛的实际应用。

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