Retrofitting of Hot-Rolled Steel Channels Using CFS Sections: Experimental Study and Flexural Behavior

Author:

Adil Dar M.1,Subramanian N.2,Manzoor Zeeshan3ORCID,Fayeq Ghowsi Ahmad4,Carvalho Hermes5,Dar A. R.6

Affiliation:

1. Senior Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India.

2. Consulting Engineer, Gaithersburg, MD 20878.

3. Master’s Student, Dept. of Civil Engineering, National Institute of Technology Srinagar, Jammu and Kashmir 190006, India. ORCID: .

4. Postdoctoral Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India.

5. Professor, Dept. of Structural Engineering, Federal Univ. of Minas Gerais, Presidente Antônio Carlos, Belo Horizonte, MG 6627, Brazil.

6. Professor, Dept. of Civil Engineering, National Institute of Technology Srinagar, Jammu and Kashmir 190006, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Effect of strengthening of steel beams with variable length by using carbon fiber;Al-Ridha A. S. D.;J. Eng.,2019

2. Arumugam P. K. and G. Panneerselvam. 2017. “Rehabilitations and retrofitting of structural steel channel sections under flexure.” In Proc. Int. Conf. on Newer Engineering Concepts and Technology. Trichy Tamil Nadu: Ramakrishnan College of Technology.

3. Structural efficiency of various strengthening schemes for cold-formed steel beams: Effect of global imperfections;Dar M. A.;Steel Compos. Struct.,2019

4. Experimental investigations on the structural behaviour of a distressed bridge

5. Rehabilitation of a distressed roof truss—A study;Dar M. A.;Struct. Eng. Mech.,2017

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