Experimental analysis of passive reinforcement anchorage in C-C-T joints

机译：C-C-T节点被动加固锚固的试验分析

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A new test to analyse the behaviour of the anchorage-node system in Discontinuity or Disturbed (D) Regions is presented. This test allows to equilibrate tensile stresses in C-C-T joints. The main objective of this research is the development of a practical design formula to evaluate the length needed for the reinforcement anchorage in C-C-T nodes as a function of the inclined angle of the strut in the node. The parameters used in the test program are, besides different types of concrete and bar diameters, transmission length and inclined angle of the strut in the node. This paper presents the design test, the experimental program and some of the main results.

机译：提出了一种新的测试来分析不连续或扰动（D）区域中锚固节点系统的行为。该测试可以平衡C-C-T接头中的拉应力。这项研究的主要目的是开发一种实用的设计公式，以评估C-C-T节点中钢筋锚固所需的长度，该长度取决于节点中支杆的倾斜角度。除了不同类型的混凝土和钢筋直径外，测试程序中使用的参数还包括节点中支杆的传输长度和倾斜角度。本文介绍了设计测试，实验程序和一些主要结果。

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来源
《International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL)》|2004年|P.1023-1030|共8页
会议地点 Delft(NL)
作者
C. Castro; P. Miguel; M.A. Fernandez; J.R. Marti;
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作者单位

Polytechnic University of Valencia, Spain;

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原文格式 PDF
正文语种 eng
中图分类市政工程;
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Experimental analysis of passive reinforcement anchorage in C-C-T joints

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