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MONITORING METHOD AND MONITORING APPARTUS OF MULTI-SPAN BEAM USING AVERAGE STRAIN

机译:平均应变的多跨梁监测方法及监测装置

摘要

In the method for monitoring a multi-span continuous beam using the average strain according to the present invention, the support member and the support are supported by using the physical characteristic values of the beams inputted in step S1 and the step S1 and the physical characteristics of the support members for supporting the beams. Step S2 of obtaining the first function of the moment and deflection amount applied to the beam between the members, and obtaining the reaction force and the second function of the moment applied to the beam in the area where the support member and the beam abut, and the beam input in step S1 The physical function, the first function of the moment and deflection amount applied to the beam between the support member and the support member obtained in step S2, the reaction force and the second function of the moment and the support member applied to the beam at the contact area between the support member and the beam. S3 step of calculating and outputting the moment of the beam by using the relationship between the reaction force acting and the amount of deflection.;The method of monitoring multi-span continuous beams using the average strain according to the present invention is effective to monitor the stability of the structure of the structure by measuring the average strain of the continuous beams, considering the deflection and reaction force caused by the load of the structure It is effective to monitor the stability of the whole. In addition, there is an effect that can be applied universally even when the length, elastic modulus, etc. of the members constituting the structure has a variety of values.;Average strain, continuous beam, multi span, deflection, reaction force, moment
机译:在根据本发明的使用平均应变监视多跨连续梁的方法中,通过使用在步骤S1和步骤S1中输入的梁的物理特性值以及物理特性来支撑支撑构件和支撑件。用于支撑梁的支撑构件。步骤S2,获得施加在构件之间的梁的弯矩和挠度的第一函数,并获得支撑构件和梁邻接的区域中施加到梁的反作用力和弯矩的第二函数,以及在步骤S1中输入的梁的物理功能,在步骤S2中获得的作用在支撑构件和支撑构件之间的梁的弯矩和挠度的第一函数,弯矩和支撑构件的反作用力和第二函数在支撑构件和梁之间的接触区域处施加到梁上。 S3是利用反作用力与挠曲量之间的关系来计算和输出梁的力矩的步骤。根据本发明的利用平均应变来监测多跨连续梁的方法对于监测梁的弯矩是有效的。通过测量连续梁的平均应变,并考虑由结构载荷引起的挠度和反作用力,可确保结构的稳定性。有效地监控整体稳定性。此外,即使构成结构的构件的长度,弹性模量等具有多种值,也可以普遍应用。平均应变,连续梁,多次跨度,挠度,反作用力,力矩

著录项

  • 公开/公告号KR101097517B1

    专利类型

  • 公开/公告日2011-12-22

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20090121005

  • 发明设计人 박효선;박성우;

    申请日2009-12-08

  • 分类号G01B7/16;G06F19;

  • 国家 KR

  • 入库时间 2022-08-21 17:10:57

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