“三点弯曲法” 在线检测缆索张力力学模型

doi:10.11835/j.issn.1674-4764.2009.02.007

首页 > 过刊浏览>2009年第31卷第2期 >29-32. DOI:10.11835/j.issn.1674-4764.2009.02.007

“三点弯曲法” 在线检测缆索张力力学模型
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                        10.11835/j.issn.1674-4764.2009.02.007
                    
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基金项目:重庆市建设科研项目(城科字2008第73号）

Mechanical Model with Online Measuring the Cable Tension with “Three Point Bending” Method

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摘要:

建立缆索张力智能测量仪的三点式加载力学模型，系统分析研究了测量仪将夹持点分别按两端铰支、两端固定和考虑缆索影响的弹性支座情形，得到缆索张力的上下限值和实际测量值表达式，通过二次测定的方法，导出了更合理的“三点弯曲法”在线检测索张力的计算公式。

Abstract:

To set up a mechanical model of threepoint loading for the intellectual measuring equipment of cable tension, the cases for elastic support with two ends of hinged support and those of fixed support with consideration of the influence of the cable were systematically studied. The equations for the upper and lower limits of the cable tension T as well as those for the real measured values have been obtained. A more rational equation for online measuring the cable tension by “Threepoint Bending Method” has been derived through secondary measurement.

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郑周练,刘长江,龚文川,颜禧仕,陈山林.“三点弯曲法” 在线检测缆索张力力学模型[J].土木与环境工程学报（中英文）,2009,31(2):29-32. ZHENG Zhoulian, LIU Changjiang, GONG Wenchuan, YAN Xishi, CHEN Shanlin. Mechanical Model with Online Measuring the Cable Tension with “Three Point Bending” Method[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2009,31(2):29-32.10.11835/j. issn.1674-4764.2009.02.007

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