𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Retrofitting of reinforced concrete beams using composite laminates

✍ Scribed by Yasmeen Taleb Obaidat; Susanne Heyden; Ola Dahlblom; Ghazi Abu-Farsakh; Yahia Abdel-Jawad


Publisher
Elsevier Science
Year
2011
Tongue
English
Weight
1015 KB
Volume
25
Category
Article
ISSN
0950-0618

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Reinforced concrete rectangular beams st
✍ M.A. Shahawy; M. Arockiasamy; T. Beitelman; R. Sowrirajan πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 769 KB

Flexural behavior of reinforced concrete rectangular beams with epoxy bonded carbon fiber reinforced plastic (CFRP) laminate is experimentally investigated, Comprehensive test data are presented on the effect of CFRP laminates, bonded to the soffit of a beam, on the first crack load, cracking behavi

Flexural behavior of reinforced concrete
✍ Hee Sun Kim; Yeong Soo Shin πŸ“‚ Article πŸ“… 2011 πŸ› Elsevier Science 🌐 English βš– 853 KB

This paper reports experimental studies of reinforced concrete (RC) beams retrofitted with new hybrid fiber reinforced polymer (FRP) system consisting carbon FRP (CFRP) and glass FRP (GFRP). The objective of this study is to examine effect of hybrid FRPs on structural behavior of retrofitted RC beam

Analysis of unidirectional (0Β°) fiber-re
✍ D.V.T.G. Pavan Kumar; B.K. Raghu Prasad πŸ“‚ Article πŸ“… 2008 πŸ› Elsevier Science 🌐 English βš– 266 KB

Mathematical models, for the stress analysis of unidirectional (0Β°) fiber-reinforced laminated composite double cantilever beam (DCB) specimen using classical beam theory, first and higher order shear deformation beam theories, have been developed to determine the mode I strain energy release rate (

Flexural strength of steel–concrete comp
✍ Jun Deng; Marcus M.K. Lee; Shiqing Li πŸ“‚ Article πŸ“… 2011 πŸ› Elsevier Science 🌐 English βš– 521 KB

Experimental studies have reported that externally-bonded carbon fibre reinforced polymer (CFRP) plate can effectively improve the stiffness and strength of steel-concrete composite beams. This paper presents an analytical solution developed to calculate the flexural strength of strengthened composi