为公路桥梁重型车辆通行能力评价方案的制定提供理论依据

Evgeny A. Lugovtsev, Karim N. Utaliev, K. Chutkov
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引用次数: 0

摘要

在考虑重型车辆实际运行情况的基础上,通过实验验证,为重型车辆在公路桥梁上安全通行可能性的操作(现场测试)实验判定软件的开发提供了理论基础。对正在开发的软件的特性、使用条件和好处进行了扩展。软件的开发,一方面是为了保证驾驶员和桥梁结构的安全,另一方面是为了根据道路桥梁上部结构的应力-应变状态参数对其承载能力进行评估,以保证重型车辆的安全通行。开发了重型车辆在路桥结构上安全通行可能性的计算软件,并结合路桥结构的实际运行情况,在个人计算机上实现。考虑到系统的实际运行状况,该软件可以评估重型车辆通过任何长度的分体式和非分体式系统的可能性,同时允许安全地使用任何移动负载作为参考点。引进的软件将作为在SI-PPM测量系统的基础上开发的公路桥梁承载能力快速评价系统的一部分,并增加技术设备,以增加公路桥梁承载能力的实际评价的可能性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Theoretical basis for the development of a program for the evaluation of road bridge heavy vehicles capacity
The authors present theoretical basis for creating software for operational (on-site testing) experimental determination of the possibility of safe passage of heavy vehicles on road bridges, taking into account their actual operational condition with experimental confirmations. The features, conditions of use, and benefits of the software under development are expanded upon. The creation of the software is driven, on the one hand, by the need to ensure the safety of the driver and the bridge structure, and on the other hand, the need to assess the load capacity of the superstructures of road bridges according to the parameters of their stress-strain state to ensure guaranteed safe passage of heavy vehicles. The developed software for the operational determination of the possibility of safe passage of heavy vehicles on road bridge structures, with the consideration of their actual operational condition, is implemented using a personal computer. The software provides an assessment of the possibility of heavy vehicle passage through split and non-split systems of any length, considering the actual operational condition of the systems, while allowing to safely use any mobile load as a point of reference. The introduced software will be used as part of an upgraded system for rapid assessment of the load capacity of road bridges, developed on the basis of the SI-PPM measurement system with the addition of technical devices that increase the possibility of operational assessment of the load capacity of road bridges.
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