𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Flexural Response of Steel Beams Strengthened with Partial-Length CFRP Plates

✍ Scribed by Lenwari, Akhrawat; Thepchatri, Thaksin; Albrecht, Pedro

Book ID
120384957
Publisher
American Society of Civil Engineers
Year
2005
Tongue
English
Weight
416 KB
Volume
9
Category
Article
ISSN
1090-0268

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Flexural response predictions of reinfor
Flexural response predictions of reinforced concrete beams strengthened with prestressed CFRP plates
✍ Weichen Xue; Yuan Tan; Lei Zeng πŸ“‚ Article πŸ“… 2010 πŸ› Elsevier Science 🌐 English βš– 730 KB

Existing experimental studies showed that the reinforced concrete (RC) beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) plates had three possible flexural failure modes (including the compression failure, tension failure and debonding failure) according to the CFRP reinforc

Flexural strength of steel–concrete comp
Flexural strength of steel–concrete composite beams reinforced with a prestressed CFRP plate
✍ 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