TY - JOUR
T1 - Tests on RC beams strengthened at the span with externally bonded polymers reinforced with carbon or steel fibers
AU - Mitolidis, George J.
AU - Salonikios, Thomas N.
AU - Kappos, Andreas J.
PY - 2012/10/1
Y1 - 2012/10/1
N2 - The main objective of the experimental work reported herein is the comparative evaluation of steel-reinforced polymers (SRPs) and carbon-reinforced polymers (CFRPs) used as externally-bonded reinforcement in strengthening of reinforced-concrete (RC) members. Tensile stress strain as well as bond constitutive laws for these materials were first derived from 16 tests and are summarized here. Results are then reported from four-point bending tests of five full-scale RC beams strengthened at their span using SRP and CFRP strips. The bond tests have shown that by providing a bond length greater than the effective one, neither the bond strength nor the deformation capacity are increased, whereas by increasing the width of the strip the bond strength is increased. From the bending tests of beams it was found that the use of both SRP and CFRP strips resulted in a significant increase in strength (up to 92%) with respect to the strength of the initial specimen. The experimentally measured strengths were estimated analytically using both the experimental measurements of the specimen deformations and the pertinent provisions of standards from the American Concrete Institute and the European Committee for Standardization.
AB - The main objective of the experimental work reported herein is the comparative evaluation of steel-reinforced polymers (SRPs) and carbon-reinforced polymers (CFRPs) used as externally-bonded reinforcement in strengthening of reinforced-concrete (RC) members. Tensile stress strain as well as bond constitutive laws for these materials were first derived from 16 tests and are summarized here. Results are then reported from four-point bending tests of five full-scale RC beams strengthened at their span using SRP and CFRP strips. The bond tests have shown that by providing a bond length greater than the effective one, neither the bond strength nor the deformation capacity are increased, whereas by increasing the width of the strip the bond strength is increased. From the bending tests of beams it was found that the use of both SRP and CFRP strips resulted in a significant increase in strength (up to 92%) with respect to the strength of the initial specimen. The experimentally measured strengths were estimated analytically using both the experimental measurements of the specimen deformations and the pertinent provisions of standards from the American Concrete Institute and the European Committee for Standardization.
KW - Carbon-reinforced polymer (CFRP)
KW - Flexural strengthening
KW - Reinforced-concrete (RC) beams
KW - Steel-reinforced polymer (SRP)
KW - Testing
UR - http://www.scopus.com/inward/record.url?scp=84873720004&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)CC.1943-5614.0000281
DO - 10.1061/(ASCE)CC.1943-5614.0000281
M3 - Article
AN - SCOPUS:84873720004
SN - 1090-0268
VL - 16
SP - 551
EP - 562
JO - Journal of Composites for Construction
JF - Journal of Composites for Construction
IS - 5
ER -