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Working Example on 70m Long Ultra High Performance Fiber-Reinforced Concrete (UHPFRC) Composite Bridge

机译:70m长超高效纤维混凝土(UHPFRC)复合桥的工作示例

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In 2016 the Association Francaise de Normalisation (AFNOR — French Standard Institute) has published the world first design standards for ultra-high-performance fibre reinforced concrete (UHPFRC) structures (i.e. NF P18-710:2016). This document is the national additional to Eurocode 2 for concrete structure design. To-date, there are several UHPFRC bridges have been designed using this standard. The design approach for UHPFRC structures are relatively similar to conventional concrete design. This paper presents the working example on the design of 70m span ultra-high-performance fibre reinforced concrete (UHPFRC) composite bridges. The working example mainly focus on (i) the material properties used in the structural analysis software - MIDAS CIVIL; (ii) the output results on the design forces at the critical sections (i.e. design moment effect, M_(Ed) and shear force effect, V_(Ed)); (iii) the stresses and midspan displacement of the post-tension UHPFRC U-girder at transfer and at different construction load historyand (iv) the design moment resistance (M_(Rd)) and design shear resistance (V_(Rd)) of the composite section.
机译:2016年,协会弗朗尼卖委员会(AFNOR - 法国标准学院)发表了世界上第一款超高性能纤维混凝土(UHPFRC)结构的设计标准(即NF P18-710:2016)。本文档是国家额外的欧元码2,用于混凝土结构设计。迄今为止,使用本标准设计了几座UHPFRC桥梁。 UHPFRC结构的设计方法与传统的混凝土设计相对相似。本文介绍了70米跨度超高性能纤维钢筋混凝土(UHPFRC)复合桥设计的工作示例。工作示例主要专注于(i)结构分析软件中使用的材料特性 - Midas Cinfor; (ii)产出结果在关键部分的设计力(即设计时刻效应,M_(ED)和剪切力效应,V_(ED)); (iii)张力后uhpfrc U-giRder在转移和不同施工负荷历史上的应力和中空位移和(iv)设计力矩阻力(M_(RD))和设计剪切电阻(V_(RD))复合部分。

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