更耐用的公路桥梁模块化伸缩缝结构

ce/papers Pub Date : 2024-09-11 DOI:10.1002/cepa.3062
Dieter Ungermann, Bettina Brune, Michael Diener
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引用次数: 0

摘要

模块化伸缩缝设计的相关方面是重载交通造成的高疲劳应力和防腐蚀。目前,腐蚀破坏往往不局限于可穿越表面。因此,我们非常需要更耐用的伸缩缝来延长其使用寿命。FOSTA 的 P1574 研究项目正是基于对耐用伸缩缝的需求而开展的,该项目针对的是热镀锌结构。在该项目中,对 6,300 个模块化伸缩缝的约 14,000 个损坏情况进行了评估,对相关的热浸镀锌参数进行了调查,并提出了与热浸镀锌兼容的结构建议。此外,还根据现行和即将颁布的欧洲规范 1993-1-9 对现有建筑的疲劳强度进行了评估。这一评估将在循环测试和数值研究过程中得到验证。将根据模块化伸缩缝和相应神经点的要求设计监测概念。
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More durable modular expansion joint constructions for road bridges

Relevant aspects in the design of modular expansion joints are the high fatigue stress caused by heavy load traffic and the corrosion protection. Currently, corrosion damage is often not limited to the traversable surface. Therefore, more durable expansion joints are highly desirable to extend their service life. The FOSTA research project P1574 resulted from the need for durable expansion joints and thus is aimed at hot-dip galvanized structures. In this project about 14.000 individual damages on 6.300 modular expansion joints were evaluated, relevant hot-dip-galvanizing parameters were investigated and recommendations for hot-dip galvanizing-compatible constructions were made. In addition, the fatigue strength of existing constructions has been evaluated with regard to the current and upcoming version of Eurocode 1993-1-9. This evaluation will be verified in the course of cyclic tests and numerical investigations. A monitoring concept is to be designed according to the requirements of the modular expansion joints and the corresponding neuralgic points.

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