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首页> 外文期刊>Journal of materials in civil engineering >Analytical and Experimental Investigation of Thermal Expansion Mechanism of Steel Cables
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Analytical and Experimental Investigation of Thermal Expansion Mechanism of Steel Cables

机译:钢丝绳热膨胀机理的分析和实验研究

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Different countries adopt different values of thermal expansion coefficients for steel cables in their design specifications, which results in the inconsistency for the design of prestressed structures. Therefore, a systematic study was conducted analytically and experimentally on thermal expansion mechanism of steel cables in this paper. First, the thermal expansion mechanism of steel cables was proposed, and the evaluation approach on the linear thermal expansion coefficient of steel cables was developed. The study identified the parameters that significantly affected the thermal expansion coefficient. After that, six types of steel-wire rope cables were tested by a thermal expansion coefficient measuring instrument. The identified parameters of the thermal expansion coefficient for these steel-wire rope cables were examined to show the effectiveness of the proposed approach. The analytical analysis further showed that the linear thermal expansion coefficients of these steel cables decreased with the lay pitch of the steel wires increasing, but the coefficients increased with the diameter of the steel wires increasing. Because the explicit expression of the analytical formula for the thermal expansion coefficients was very complicated, an advanced nonlinear finite-element model (FEM) was established to evaluate the thermal expansion coefficients of steel cables under idealized conditions by using the ANSYS software package. The analysis showed that the test result, the analytical result, and the numerical result were consistent, which exhibited that the FEM was effective to simulate the expansion of steel cables. In addition, 14 types of steel cables were tested. The tested steel cables included steel-wire rope cable, steel strand cable, and steel tendon cable. The thermal expansion coefficients were as follows: the steel-wire rope cable was 1.92 × 10~(-5)/℃; the steel strand cable was 1.38 × 10~(-5)/℃; the steel tendon cable was 1.87 × 10~(-5)/℃; and the steel rod was 1.19 × 10~(-5)/℃.
机译:不同国家在设计规范中对钢缆采用不同的热膨胀系数值,这导致预应力结构的设计不一致。因此,本文对钢缆的热膨胀机理进行了系统的分析和实验研究。首先提出了钢缆的热膨胀机理,提出了对钢缆线性热膨胀系数的评价方法。该研究确定了显着影响热膨胀系数的参数。之后,用热膨胀系数测量仪测试了六种类型的钢丝绳电缆。对这些钢丝绳电缆的热膨胀系数确定的参数进行了检查,以表明该方法的有效性。分析分析进一步表明,这些钢丝绳的线性热膨胀系数随着钢丝绳的敷设间距的增加而减小,但是随着钢丝绳直径的增加而增大。由于热膨胀系数解析公式的明确表达式非常复杂,因此,使用ANSYS软件包建立了高级非线性有限元模型(FEM),以评估理想条件下钢缆的热膨胀系数。分析表明,试验结果,分析结果和数值结果是一致的,表明有限元法对模拟钢缆的膨胀是有效的。此外,还测试了14种类型的钢缆。被测试的钢缆包括钢丝绳缆,钢绞线缆和钢腱缆。热膨胀系数为:钢丝绳电缆为1.92×10〜(-5)/℃。钢绞线电缆为1.38×10〜(-5)/℃。钢腱电缆为1.87×10〜(-5)/℃。钢棒为1.19×10〜(-5)/℃。

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