Crack-Width-Based Sectional Analysis of Fiber-Reinforced Concrete Applied to the Structural Design of the Slab of a Fly-Over Bridge-Reference-Cited by-同舟云学术

Crack-Width-Based Sectional Analysis of Fiber-Reinforced Concrete Applied to the Structural Design of the Slab of a Fly-Over Bridge

Published:2022-01 Issue:1 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Rivera M.¹,Enfedaque A.²^ORCID,Alberti M. G.³^ORCID,Gálvez J. C.⁴,Simón-Talero J. M.⁵

Affiliation:

1. Departamento de Ingeniería Civil: Construcción, E.T.S de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Profesor Aranguren, s/n, 28040 Madrid, Spain; Torroja Ingeniería, C/Pedro de Valdivia 36, L20, 28006 Madrid, Spain.

2. Departamento de Ingeniería Civil: Construcción, E.T.S de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Profesor Aranguren, s/n, 28040 Madrid, Spain (corresponding author). ORCID: .

3. Departamento de Ingeniería Civil: Construcción, E.T.S de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Profesor Aranguren, s/n, 28040 Madrid, Spain. ORCID: .

4. Departamento de Ingeniería Civil: Construcción, E.T.S de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Profesor Aranguren, s/n, 28040 Madrid, Spain.

5. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras, E.T.S de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Profesor Aranguren, s/n, 28040 Madrid, Spain; Torroja Ingeniería, C/Pedro de Valdivia 36, L20, 28006 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001793

Reference57 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2014. AASHTO LFRD bridge design specifications. Washington, DC: AASHTO.

2. Flexural strength of reinforced concrete T-beams with steel fibers;Abdul-Ahad R. B.;Cem. Concr. Compos.,1999

3. ACI (American Concrete Institute). 2011. Building code requirements for structural concrete. ACI 318-11. Farmington Hills, MI: ACI.

4. On the mechanical properties and fracture behavior of polyolefin fiber-reinforced self-compacting concrete

5. Comparison between polyolefin fibre reinforced vibrated conventional concrete and self-compacting concrete

Cited by 3 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. Bond performance of SFRCES composite columns: Experiments and analysis based on energy;Engineering Structures;2024-08

2. Use of fiber reinforced concrete in bridges – Metrorrey Line 2 case study;Engineering Structures;2023-02

3. Uneven distribution of interfacial bond stress in steel fiber-reinforced concrete-encased steel composite structures;Structure and Infrastructure Engineering;2023-01-04