Delivery of a 40 m long fibre-reinforced polymer composite footbridge in Madrid, Spain

Author:

Primi Stefano1,Paulotto Carlo2,Llago Acero Ricardo3,Calvo Herrera Ignacio4

Affiliation:

1. Head of Infrastructures Area, Technology & Innovation Department, Acciona Construcción SA, Alcobendas, Spain

2. Head of Structural Design Group, Technology & Innovation Department, Acciona Construcción SA, Alcobendas, Spain (corresponding author: )

3. Director of Steel Structure Department, Acciona Construcción SA, Alcobendas, Spain

4. Director of Head of Technology & Innovation Department, Acciona Construcción SA, Alcobendas, Spain

Abstract

This paper describes the design, manufacture, installation and load testing of a 40 m long urban footbridge over the River Manzanares in Madrid, Spain. The main structure of the footbridge consists of a fibre-reinforced polymer girder. The girder was manufactured in a workshop using the resin-infusion process, which is normally used to manufacture fibreglass boat hulls. Potential problems that can arise in the manufacture of such elements are highlighted in the paper and the strategies adopted to cope with them are illustrated. The girder was transported by truck to the site where it was lifted onto reinforced concrete supports. The results of the static and dynamic load tests carried out after completion of the pedestrian bridge are presented.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Editorial;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2018-11

2. Assessing the Potential Value of a SHM Deployment on a Proposed Footbridge;Advances and Challenges in Structural Engineering;2018-10-28

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