๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Crack width evaluation in FRP reinforced concrete members

โœ Scribed by G. Creazza; S. Russo


Publisher
Springer
Year
2001
Tongue
English
Weight
883 KB
Volume
34
Category
Article
ISSN
1871-6873

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Prediction of intermediate crack debondi
โœ Luciano Ombres ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 540 KB

The present paper addresses with intermediate crack (IC) debonding failure modes in FRP-strengthened reinforced concrete beams; a non-linear local deformation model, derived from a cracking analysis based on slip and bond stress, is adopted to predict the stresses and strains distribution at failure

Experimental study and code predictions
โœ M. Baena; A. Turon; Ll. Torres; C. Miร s ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 979 KB

Due to their different mechanical properties, cracking and deformability behaviour of FRP reinforced concrete (FRP RC) members is quite different from traditional steel reinforced concrete (SRC) having great incidence on their serviceability design. This paper presents and discusses the results of a

Debonding failure along a softening FRP-
โœ J.F. Chen; H. Yuan; J.G. Teng ๐Ÿ“‚ Article ๐Ÿ“… 2007 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 881 KB

A concrete beam can be strengthened by bonding a fibre reinforced polymer (FRP) plate to the tension face, and a common failure mode for such beams involves the debonding of the FRP plate that initiates at a major flexural crack, which is widely referred to as intermediate crack (IC) debonding. To u