𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A model for predicting the shear bearing capacity of FRP-strengthened beams

✍ Scribed by G. Sas; A. Carolin; B. Täljsten

Publisher
Springer US
Year
2008
Tongue
English
Weight
339 KB
Volume
44
Category
Article
ISSN
1573-8922

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Unified analytical approach for determin
Unified analytical approach for determining shear capacity of RC beams strengthened with FRP
✍ V. Colotti; R.N. Swamy 📂 Article 📅 2011 🏛 Elsevier Science 🌐 English ⚖ 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

Artificial intelligence techniques for p
Artificial intelligence techniques for prediction of the capacity of RC beams strengthened in shear with external FRP reinforcement
✍ Ricardo Perera; Angel Arteaga; Ana De Diego 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 567 KB

The prediction of the shear capacity of reinforced concrete beams retrofitted in shear by means of externally bonded FRP is very complex as demonstrate the studies carried out up to date. As alternative to the conventional methods two approaches based on artificial intelligence are proposed for the

Prediction of the ultimate strength of r
Prediction of the ultimate strength of reinforced concrete beams FRP-strengthened in shear using neural networks
✍ R. Perera; M. Barchín; A. Arteaga; A. De Diego 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 1001 KB

In the last years, a great number of experimental tests have been performed to determine the ultimate strength of reinforced concrete beams retrofitted in shear by means of externally bonded fibre-reinforced polymers (FRP). Most of design proposals for shear strengthening are based on a regression a

A unified approach for the static and dy
A unified approach for the static and dynamic analyses of intermediate debonding in FRP-strengthened reinforced concrete beams
✍ Ricardo Perera; Daniel Bueso-Inchausti 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 519 KB

A spectral method is proposed for solving static and dynamic problems in FRP-strengthened reinforced concrete beams in a unified way. In order to appropriately simulate the debonding failure a mechanical model considering nonlinear stress-strain relationships for concrete and steel is used. The FRP-