<abstract xmlns="http://www.w3.org/1999/xhtml"><p><italic>This paper presents the results of experimental investigations on six reinforced concrete</italic><italic>beams, with three different shear span-to-depth ratios, which were tested under two-point</italic><italic>loading. The aim of the work was to study the efficacy of Carbon Fibre Reinforced Polymer</italic><italic>(CFRP) strips in enhancing shear capacity and/or changing the failure mode from brittle</italic><italic>shear failure to ductile flexural failure. The results of the study indicate that while there</italic><italic>is a marginal increase in first crack and ultimate loads, it is possible to achieve a change</italic><italic>in the failure mode, and the monitored strain gauge data can be used to explain the failure</italic><italic>pattern observed.</italic></p></abstract>

This paper presents the results of experimental investigations on six reinforced concretebeams, with three different shear span-to-depth ratios, which were tested under two-pointloading. The aim of the work was to study the efficacy of Carbon Fibre Reinforced Polymer(CFRP) strips in enhancing shear capacity and/or changing the failure mode from brittleshear failure to ductile flexural failure. The results of the study indicate that while thereis a marginal increase in first crack and ultimate loads, it is possible to achieve a changein the failure mode, and the monitored strain gauge data can be used to explain the failurepattern observed.

Experimental investigation of reinforced concrete beams with and without CFRP wrapping

Department of Civil Engineering, Siddaganga Institute of Technology, Tumkur, Karnataka, India – 572103

CSIR – Structural Engineering Research Centre, CSIR Campus,Taramani, Chennai, Tamil Nadu, India – 600113.

Slovak Journal of Civil Engineering

This paper presents the results of experimental investigations on six reinforced concretebeams, with three different shear span-to-depth ratios, which were...

Experimental investigation of reinforced concrete beams with and without CFRP wrapping

Pubblicato online: 08 nov 2012

Pagine: 15 - 26

DOI: https://doi.org/10.2478/v10189-012-0014-7

Parole chiave
Reinforced concrete, Carbon fibre, Shear strength, Failure mode, Cracking load, Ultimate load

This content is open access.

Experimental investigation of reinforced concrete beams with and without CFRP wrapping

Pubblicato online: 08 nov 2012

Pagine: 15 - 26

DOI: https://doi.org/10.2478/v10189-012-0014-7

Parole chiaveReinforced concrete, Carbon fibre, Shear strength, Failure mode, Cracking load, Ultimate load

This content is open access.

Parole chiave
Reinforced concrete, Carbon fibre, Shear strength, Failure mode, Cracking load, Ultimate load