Artificial neural network for the prediction of the steel–concrete bond behaviour
暂无分享,去创建一个
Moncef Makni | Atef Daoud | Mohamed Ali Karray | Michel Lorrain | M. Karray | M. Lorrain | M. Makni | A. Daoud
[1] Essai portant sur l’adhérence des armatures du béton , 1970 .
[2] Mohamed H. Harajli,et al. Development/Splice Strength of Reinforcing Bars Embedded in Plain and Fiber Reinforced Concrete , 1994 .
[3] Arnaud Castel,et al. Effect of Reinforcing Bar Orientation and Location on Bond with Self-Consolidating Concrete , 2006 .
[4] O. Kisi,et al. Predicting the compressive strength of steel fiber added lightweight concrete using neural network , 2008 .
[5] Emory L. Kemp. Bond in Reinforced Concrete: Behavior and Design Criteria , 1986 .
[6] Surendra P. Shah,et al. Early-age Bond Strength in Reinforced Concrete , 1987 .
[7] Toshikatsu Ichinose,et al. Size effect on bond strength of deformed bars , 2004 .
[8] Slddlk ener,et al. Size Effect in Pullout Tests , 2022 .
[9] F. Wafa,et al. Development Length for Straight Deformed Bars in High-Strength Concrete , 1994, "SP-149: High-Performance Concrete - Proceedings, International Conference Singapore, 1994".
[10] Hakan Erdem,et al. Prediction of the moment capacity of reinforced concrete slabs in fire using artificial neural networks , 2010, Adv. Eng. Softw..
[11] Abhijit Mukherjee,et al. Artificial neural networks in prediction of mechanical behavior of concrete at high temperature , 1997 .
[12] Rafik Braham,et al. The design of a neural network with a biologically motivated architecture , 1990, IEEE Trans. Neural Networks.
[13] Ian Flood,et al. Neural Networks in Civil Engineering. I: Principles and Understanding , 1994 .
[14] İlker Bekir Topçu,et al. Prediction of compressive strength of concrete containing fly ash using artificial neural networks and fuzzy logic , 2008 .
[15] Ludovic Jason,et al. Confinement effects on the steel–concrete bond strength and pull-out failure , 2013 .
[16] Yousef A. Al-Salloum,et al. Prediction of strength parameters of FRP-confined concrete , 2012 .
[17] John E. Breen,et al. THE STRENGTH OF ANCHOR BARS: A REEVALUATION OF TEST DATA ON DEVELOPMENT LENGTH AND SPLICES , 1977 .
[18] Parviz Soroushian,et al. LOCAL BOND OF DEFORMED BARS WITH DIFFERENT DIAMETERS IN CONFINED CONCRETE , 1989 .
[19] I-Cheng Yeh,et al. Modeling of strength of high-performance concrete using artificial neural networks , 1998 .
[20] Fernando Menezes de Almeida Filho,et al. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests , 2008 .
[21] Ralejs Tepfers,et al. A theory of bond applied to overlapped tensile reinforcement splices for deformed bars , 1973 .
[22] P. G. Gambarova,et al. High-Bond Bars in NSC and HPC: Study on Size Effect and on the Local Bond Stress-Slip Law , 2007 .
[23] Ahmed M. Azmy,et al. Neural networks for predicting compressive strength of structural light weight concrete , 2009 .
[24] Seung-Chang Lee,et al. Prediction of concrete strength using artificial neural networks , 2003 .
[25] G. Dreyfus,et al. Réseaux de neurones - Méthodologie et applications , 2002 .
[26] Arnaud Castel,et al. Artificial neural network model for steel–concrete bond prediction , 2009 .
[28] Ralejs Tepfers,et al. Cracking of concrete cover along anchored deformed reinforcing bars , 1979 .