✦ LIBER ✦

Crack identification in reinforced concrete beams using ANSYS software

✍ Scribed by L. Dahmani; A. Khennane; S. Kaci

Book ID: 106537780
Publisher: Springer
Year: 2010
Tongue: English
Weight: 694 KB
Volume: 42
Category: Article
ISSN: 0039-2316
DOI: 10.1007/s11223-010-9212-6

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Fictitious Crack Propagation in Fiber-Re

Fictitious Crack Propagation in Fiber-Reinforced Concrete Beams

✍ Olesen, John Forbes 📂 Article 📅 2001 🏛 American Society of Civil Engineers 🌐 English ⚖ 150 KB

Analysis of fatigue crack growth in rein

Analysis of fatigue crack growth in reinforced concrete beams

✍ Sonalisa Ray, J. M. Chandra Kishen 📂 Article 📅 2013 🏛 Springer 🌐 English ⚖ 709 KB

Use of polymer modified mortar in contro

Use of polymer modified mortar in controlling cracks in reinforced concrete beams

✍ S. Ahmad; A. Elahi; S.A. Barbhuiya; Y. Farid 📂 Article 📅 2012 🏛 Elsevier Science 🌐 English ⚖ 660 KB

Nonlinear Damping Identification in Prec

Nonlinear Damping Identification in Precast Prestressed Reinforced Concrete Beams

✍ P. Franchetti; C. Modena; M.Q. Feng 📂 Article 📅 2009 🏛 John Wiley and Sons 🌐 English ⚖ 819 KB

Comparison of numerical behaviors of FRP

Comparison of numerical behaviors of FRP reinforced concrete beams using three smeared crack models

✍ Muhammad Masood Rafi; Ali Nadjai 📂 Article 📅 2011 🏛 Springer 🌐 English ⚖ 920 KB

Prediction of intermediate crack debondi

Prediction of intermediate crack debonding failure in FRP-strengthened reinforced concrete beams

✍ Luciano Ombres 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 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