✦ LIBER ✦

Ultimate Response of RC Beams Strengthened with CFRP Plates

✍ Scribed by Fanning, Paul J.; Kelly, Oliver

Book ID: 115486843
Publisher: American Society of Civil Engineers
Year: 2001
Tongue: English
Weight: 757 KB
Volume: 5
Category: Article
ISSN: 1090-0268
DOI: 10.1061/(asce)1090-0268(2001)5:2(122)

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Behavior of preloaded RC beams strengthe

Behavior of preloaded RC beams strengthened with CFRP laminates

✍ Ai-hui Zhang; Wei-liang Jin; Gui-bing Li 📂 Article 📅 2006 🏛 SP Zhejiang University Press 🌐 English ⚖ 335 KB

Flexural Response of Steel Beams Strengt

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

✍ Lenwari, Akhrawat; Thepchatri, Thaksin; Albrecht, Pedro 📂 Article 📅 2005 🏛 American Society of Civil Engineers 🌐 English ⚖ 416 KB

Prediction of prestress losses in RC bea

Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates

✍ Wang, W.-W.; Dai, J.-G.; Harries, K. A.; Zhang, L. 📂 Article 📅 2014 🏛 SAGE Publications 🌐 English ⚖ 935 KB

Interfacial stresses in damaged RC beams

Interfacial stresses in damaged RC beams strengthened with externally bonded CFRP plate

✍ K.H. Benrahou; E.A. Adda bedia; S. Benyoucef; A. Tounsi; M. Benguediab 📂 Article 📅 2006 🏛 Elsevier Science 🌐 English ⚖ 282 KB

A theoretical method to predict the interfacial stresses in the adhesive layer of damaged reinforced concrete beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) plate is presented. The adopted model is developed including the adherend shear deformations by assuming a li

Fatigue Behavior of RC Beams Strengthene

Fatigue Behavior of RC Beams Strengthened with NSM CFRP Rods

✍ Badawi, Moataz; Soudki, Khaled 📂 Article 📅 2009 🏛 American Society of Civil Engineers 🌐 English ⚖ 559 KB

Flexural response predictions of reinfor

Flexural response predictions of reinforced concrete beams strengthened with prestressed CFRP plates

✍ Weichen Xue; Yuan Tan; Lei Zeng 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 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