Author:
Ninan Binny Elza,Philip Nivin
Publisher
Springer International Publishing
Reference7 articles.
1. Chang S, Yang M, Sun Y, Liu K (2019) Calculation method of early-age crack width in reinforced concrete bridge through nonlinear FEA model. KSCE J Civ Eng 23:3088–3096
2. Sule M, Breugel K (2001) Cracking behavior of reinforced concrete subjected to early age shrinkage. Mater Struct 34:284–292
3. Zhao W, Gong H, Wang Y, Xie Y (2014) Prediction on crack width based on ANSYS nonlinear analysis. ICMCE, Beijing, China
4. Subramani T, Manivannan R, Kavitha M (2014) Crack identification in reinforced concrete beams using Ansys software. Int J Eng Res Appl 6:133–141
5. Lee J (2009) Identification of a crack in a beam by the boundary element method. J Mech Sci Technol 24:801–804