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      Design-Oriented Stress–Strain Model for Concrete under Combined FRP-Steel Confinement

      Author(s): 1 , 2 , 3
      Publication date Created:
      Publication date (Print):
      Journal: Journal of Composites for Construction
      Publisher: American Society of Civil Engineers (ASCE)

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          Most cited references35

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          Theoretical Stress‐Strain Model for Confined Concrete

          J. B. Mander, M. Priestley, R. Park (1988)
          Article 0 comments Cited 409 times – based on 0 reviews     Review now
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            Design-oriented stress–strain model for FRP-confined concrete

            J.G. Teng, L. Lam (2003)
            Article 0 comments Cited 157 times – based on 0 reviews     Review now
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              A numerical approach to the complete stress-strain curve of concrete

              Sandor Popovics (1973)
              Article 0 comments Cited 144 times – based on 0 reviews     Review now
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                Author and article information

                Journal
                Title: Journal of Composites for Construction
                Abbreviated Title: J. Compos. Constr.
                Publisher: American Society of Civil Engineers (ASCE)
                ISSN (Print): 1090-0268
                ISSN (Electronic): 1943-5614
                Publication date Created: August 2016
                Publication date (Print): August 2016
                Volume: 20
                Issue: 4
                Page: 04015084
                Affiliations
                [1 ]Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.
                [2 ]Senior Lecturer, School of Civil, Mining and Environmental Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Northfields Ave., Wollongong, NSW 2522, Australia.
                [3 ]Chair Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).
                Article
                DOI: 10.1061/(ASCE)CC.1943-5614.0000651
                SO-VID: 41390927-0b88-4b75-aebd-c274efa1b4c3
                Copyright © © 2016
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