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Experimental verication of a numerical modelof RC beam with CFRP rope strengthening

Szczecina Michał, Tworzewski Paweł, Bacharz Kamil

Computer Assisted Methods in Engineering and Science

2019

vol. 26, no. 3-4

137-151

This paper presents results of experimental tests and numerical analysis of reinforced concrete (RC)beams containing an additional carbon fibre rope strengthening. Two single-span RC beam specimenswith classical reinforcing bars and stirrups and one carbon fibre rope as near-surface mounted (NSM)strengthening were tested in a four-point bending test. The paper presents and compares the resultsregistered by the ARAMIS system during the test of two beams with carbon fibre rope under monotonicload with the results obtained in finite element analysis with Abaqus software using the concrete damagedplasticity model for concrete.