Rheological strains of the compressed concrete elements strengthened with CFRP sheets subjected to cyclically changeable temperature

Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures - Proceedings of the 8th Int. Conference on Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures

Volumn 1, Issue , 2009, Pages 775-780

  Kaminski, M ^a   Trapko, T ^a   Musial M ^a   Bywalski, Cz ^a  

^a WROCLAW UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

CFRP SHEET; CLIMATIC CHAMBER; CONCRETE ELEMENTS; CONSTANT TEMPERATURE; CYCLIC CHANGES; CYLINDRICAL CONCRETE; FAILURE MECHANISM; LOAD-BEARING CAPACITY; THREE-LAYER;

BEARING CAPACITY; BEARINGS (STRUCTURAL); CREEP; CYLINDERS (SHAPES); DURABILITY; RHEOLOGY; SHRINKAGE;

PAPER SHEETING;

EID: 79952318445     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Issa C. 2007. The effect of elevated temperatures on CFRP wrapped concrete cylinders. Proceedings of the 8th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures. Ed. by T.C. Triantafillou. Patras, Greece, July 16-18. Patras: University of Patras.
2. Kamiński, M., Trapko T., Musiał M. 2007. Rheological strains of the compressed concrete elements strengthened by CFRP materials. Proceedings of the 8th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures. Ed. by T.C. Triantafillou. Patras, Greece, July 16-18. Patras: University of Patras.
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