๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Experiments and analytical comparison of RC beams strengthened with CFRP composites

โœ Scribed by O Rabinovitch; Y Frostig

Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
513 KB
Volume
34
Category
Article
ISSN
1359-8368

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Experimental study of RC beamโ€“column joi
Experimental study of RC beamโ€“column joints strengthened using CFRP composites
โœ Kien Le-Trung; Kihak Lee; Jaehong Lee; Do Hyung Lee; Sungwoo Woo ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 832 KB

This paper presents an experimental study to strengthen the shear capacity of non-seismic joints using Carbon Fiber Reinforced Plastic (CFRP) materials. Eight exterior RC beam-column joint specimens including a non-seismic specimen, a seismic specimen and six retrofitted specimens with different con

Prediction of concrete cover separation
Prediction of concrete cover separation failure for RC beams strengthened with CFRP strips
โœ Bo Gao; Christopher K.Y. Leung; Jang-Kyo Kim ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 782 KB

External bonding of fibre reinforced plastic (FRP) strips to reinforced concrete (RC) beams has been widely accepted as an effective method for strengthening. The ultimate flexural strength of strengthened RC beams can be improved significantly, but it is often impaired by premature failure modes, s

Unified analytical approach for determin
Unified analytical approach for determining shear capacity of RC beams strengthened with FRP
โœ V. Colotti; R.N. Swamy ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 480 KB

This paper presents a rational model to predict the ultimate load capacity of reinforced concrete (RC) beams strengthened by a combination of longitudinal and transverse fiber reinforced polymer (FRP) composite plates/sheets (flexure and shear strengthening system). The model is based on the truss a

Experiment and Analysis of CFRP Strength
Experiment and Analysis of CFRP Strengthened Fire-damaged Reinforced Concrete Continuous T-Beams
โœ Xiang Kai; Wang Guo-hui; Zhao Ting; Lu Zhou-dao ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier ๐ŸŒ English โš– 446 KB

Experiments of four reinforced concrete (RC) two-span T-beams were introduced. During the experiment, one T-beam was normal temperature control T-beam, and the other three T-beams were heated 75 minutes under ISO-834 standard fire (ISO 834, 1975). Among these three T-beams, One T-beam was unstrength