Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP

Author:

Montuori Rosario,Piluso Vincenzo,Tisi Aldo

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference28 articles.

1. Bisby Luke A, Dent Aaron JS, Green Mark F. Comparison of confinement models for fiber-reinforced polymer-wrapped concrete. ACI Struct J 2005;(January–February):102–S07.

2. Matthys S, Toutanji H, Audenaert K, Taerwe L. Axial load behavior of large-scale columns confined with fiber-reinforced polymer composites. ACI Struct J 2005;(March–April):102–S26.

3. Karbhari VM, Gao Y. Composite jacketed concrete under uniaxial compression – verification of simple design equations. J Mater Civil Eng, ASCE 1197;9(4):185–92.

4. Richart FE, Grandtzaeg A, Brown RL. The failure of plain and spirally reinforced concrete in compression, bullettin no. 190. University of Illinois, Urbana: Engineering Experiment Station, April 1929.

5. Newman K, Newman JB. Failure theories and design criteria for plain concrete. In: Proceedings of the international civil engineering materials conference on structure, solid mechanics and engineering design, part 2. New York: Wiley Interscience; 1972. p. 963–95.

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