Static and dynamic bond behaviour between rebars and polymer concrete

Journal of Polymer Engineering

Volumn 23, Issue 5, 2003, Pages 315-336

  Tomas San Jose J ^a   Vegas, Inigo ^a   Ramirez, Jose L ^a  

^a TECNALIA RESEARCH AND INNOVATION   (Spain)

Author keywords

bond; fatigue; GFRP; monotonic; polymer concrete

Indexed keywords

FATIGUE FAILURE; POLYMER CONCRETE (PC);

BOND (MASONRY); BONDING; CYCLIC LOADS; FATIGUE OF MATERIALS; FRICTION; HIGH TEMPERATURE EFFECTS; POLYESTERS; REINFORCED CONCRETE; STEEL STRUCTURES; TENSILE STRESS; YIELD STRESS;

GLASS FIBER REINFORCED PLASTICS;

EID: 0346499461     PISSN: 03346447     EISSN: None     Source Type: Journal    
DOI: 10.1515/POLYENG.2003.23.5.315     Document Type: Article

References (6)

1. Katz, A. (2000) “Bond to concrete FRP bars after cyclic loading”, Journal of Composites for Construction, August: 137.
2. Plasticrete (2002) “Highly durable precasted special concrete reinforced with non-metallic rebars”, European Project BRPR 2002.
3. Fowler, D.W. (2001) “Polymers in concrete where have we been and where are we going?”, ICPIC'01, Hawaii, USA.
4. Ramirez, J.L., San-Jose, J.T. (2001) “Predictability of structural calculation values in a 100 MPa polymeric concrete”, ICPIC'01, Hawaii, USA.
5. ACI 440.IR-01. “Guide for design and construction of concrete reinforced concrete with FRP bars”, ACI Committee 440.
6. Comision Permanente del Hormigon (CPH) (1999) “Instrucción de Hormigon Estructural EHE”, Spain.