Limit analysis on FRP-strengthened RC members

Journal Title: Frattura ed Integrità Strutturale - Year 2014, Vol 8, Issue 29

Abstract

 Reinforced concrete (RC) members strengthened with externally bonded fiber-reinforced-polymer(FRP) plates are numerically investigated by a plasticity-based limit analysis approach. The key-concept of thepresent approach is to adopt proper constitutive models for concrete, steel reinforcement bars (re-bars) andFRP strengthening plates according to a multi-yield-criteria formulation. This allows the prediction of concretecrushing, steel bars yielding and FRP rupture that may occur at the ultimate limit state. To simulate such limitstateof the analysed elements, two iterative methods performing linear elastic analyses with adaptive elasticparameters and finite elements (FEs) description are employed. The peak loads and collapse mechanismspredicted for FRP-plated RC beams are validated by comparison with the corresponding experimental findings.

Authors and Affiliations

D. De Domenico, A. A. Pisano, P. Fuschi

Keywords

Related Articles

 Failure analysis of dissimilar single-lap joints

 Single-lap joints made of aluminium and carbon fibre adherends of different thickness are tested to understand better the behaviour of such dissimilar joints. The overlap length and the thickness of the adhesive&n...

 Crack paths in smooth and precracked specimens subjected to multiaxial cyclic stressing

 The understanding of shear-mode crack growth mechanisms and crack branching phenomena is of great interest for a variety of practical engineering situations. Despite this fact, relatively little research is a...

Proposta di utilizzo di metodologie termografiche per il controllo di qualità di componenti meccanici 

In base all’esperienza maturata in anni di sperimentazione sull’analisi delle caratteristiche meccaniche dei materiali mediante indagine termografica, nel presente lavoro è proposta una procedura per il controllo di qual...

 Dependence of the mechanical fracture energy of the polymeric composite material from the mixture of filler fractions

 This paper for the first time presents an equation for calculating the mechanical fracture energy of the polymeric composite material (PCM) with regard to the basic formulation parameters. By means of the develop...

 Crack initiation and early propagation plane orientation of 2A12-T4 aluminum alloy under tension-torsion fatigue loading including mean tensile stress

 The specimen fractures appearances are analyzed to investigate the effects of mean tensile stress on the fatigue crack initiation and early propagation plane orientation under axial-torsion fatigue loading for...

Download PDF file
  • EP ID EP147406
  • DOI 10.3221/IGF-ESIS.29.18
  • Views 48
  • Downloads 0

How To Cite

D. De Domenico, A. A. Pisano, P. Fuschi (2014).  Limit analysis on FRP-strengthened RC members. Frattura ed Integrità Strutturale, 8(29), 209-221. https://europub.co.uk/articles/-A-147406