Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures-Reference-Cited by-同舟云学术

Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures

Published:2021-09 Issue:9 Volume:26 Page:04021067
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Khan M. Arsalan¹^ORCID

Affiliation:

1. Dept. of Civil Engineering, Z.H. College of Engineering and Technology, Aligarh Muslim Univ., Aligarh 202001, UP, India; formerly, School of Architecture, Building and Civil Engineering, Loughborough Univ., Loughborough LE11 3TU, UK. ORCID: .

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.1943-5592.0001772

Reference58 articles.

1. AASHTO. 2012. Guide specifications for design of bonded FRP systems for repair and strengthening of concrete bridge elements. Washington, DC: AASHTO.

2. AASHTO. 2017. LFRD bridge design specifications. Washington, DC: AASHTO.

3. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. ACI 440.2R-17. Farmington Hills, MI: ACI.

4. Numerical simulation of steel-plate strengthened concrete beam by a non-linear finite element method model

5. Alfano, G., L. Rosati, and G. Simonelli. 2005. “Modelling of failure mechanisms in rc beams retrofitted with frp in flexure.” In Proc., 8th Int. Conf. on Computational Plasticity, edited by E. Onate, and D. R. J. Owen, 1–4. Barcelona, Spain: CIMNE.

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