Behavior of concrete cylinders confined by carbon-composite tapes and prestressed yarns 1. Experimental data

Mechanics of Composite Materials

Volumn 42, Issue 1, 2006, Pages 13-32

  Tamuzs, V ^a   Tepfers, R ^b   You, Chi Sang ^c   Rousakis, T ^d   Repelis, I ^a   Skruls, V ^a   Vilks, U ^a  

^a UNIVERSITY OF LATVIA   (Latvia)

^b CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

^c Pohang Superconductivity Center   (South Korea)

^d DEMOCRITUS UNIVERSITY OF THRACE   (Greece)

Author keywords

Composite confinement; Compressive loading; Concrete; Cylindrical specimens; Damage; Plasticity; Strength

Indexed keywords

CARBON; COMPOSITE MATERIALS; COMPRESSIVE STRENGTH; IMPACT TESTING; PLASTICITY; STRENGTH OF MATERIALS; STRESS ANALYSIS; WINDING;

COMPOSITE CONFINEMENT; COMPRESSIVE LOADING; CYLINDRICAL SPECIMENS; DAMAGE;

CONCRETES;

EID: 33645324410     PISSN: 01915665     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11029-006-0013-8     Document Type: Article

References (7)

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7. V. Tamuzs, C. S. You, and R. Tepfers, Experimental Investigation of CFRP-Confined Concretes under Compressive Load, Institute of Polymer Mechanics, University of Latvia, Aizkraukles 23, LV-1006, Riga, Latvia and Division of Building Technology, Chalmers University of Technology, S-412 96 Göteborg, Sweden (December, 2001), http://www.pmi.lv/Assets/Files/CFRP-confined-concrete. pdf