Experimental Investigation of Uniaxial Compressive Behavior of Composite Columns without and with Full and Partial CFRP Wraps-Reference-Cited by-同舟云学术

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Experimental Investigation of Uniaxial Compressive Behavior of Composite Columns without and with Full and Partial CFRP Wraps

Published:2024-08 Issue:3 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

M. R. Sudhir¹^ORCID,M. Beulah²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, SOET, CHRIST (Deemed to Be University), Bangalore, Karnataka 560074, India (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, SOET, CHRIST (Deemed to Be University), Bangalore, Karnataka 560074, India.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1399

Reference25 articles.

1. Numerical investigation of CFRP strengthened full scale CFST columns subjected to vehicular impact

2. Alkhrdaji T. and A. Nanni. 2000. “Flexural strengthening of bridge piers using FRP composites.” In Proc. Advanced Technology in Structural Engineering. Reston VA: ASCE.

3. Behavior of eccentrically loaded concrete-filled stainless steel tubular stub columns confined by CFRP composites

4. Axial compression behavior of concrete-encased cellular steel columns

5. Structural Evaluation of Full-Scale FRP-Confined Reinforced Concrete Columns

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