This investigation presents a formulation of hypo- elasticity based RC beam /frame model with bond- slip. Details of the constitutive model and analysis method used are provided. A procedure has been described to carry out three-dimensional analysis considering both geometrical as well as material nonlinearity for simply supported RC beams and substitute frames employing finite element technique, which uses 8-noded isoparametric hexahedral element HCiS18. Enhanced assumed strain (EAS) formulation has been utilized to predict load- deformation and internal stresses both in the elastic as well as nonlinear regime. It models the composite behaviour of concrete and reinforcements in rigid /perfect bond situation and their mutual interaction in bond-slip condition considering continuous interface elements at the material level. An attempt has been made to reduce the gap significantly between the results found experimentally and numerically using the proposed model and the computer code developed for the purpose. The results of the analysis are presented, discussed and compared with a few benchmark experimental results.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
Dr. Amiya K. Samanta- Associate Prof. in the Dep. of Civil Eng.at National Inst. of Tech, India. BE, ME, PhD degrees at JadavpurUniv. Industrial Experience in design of RC silo.Prof. Somnath Ghosh - Professor and Ex-HOD of Civil Engg. Dep. at Jadavpur University, authored many research papers in intl. Journals and conferences.
Professor and Ex-HOD of Civil Engg. Dep. at Jadavpur University, authored many research papers in intl. Journals and conferences.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This investigation presents a formulation of hypo- elasticity based RC beam /frame model with bond- slip. Details of the constitutive model and analysis method used are provided. A procedure has been described to carry out three-dimensional analysis considering both geometrical as well as material nonlinearity for simply supported RC beams and substitute frames employing finite element technique, which uses 8-noded isoparametric hexahedral element HCiS18. Enhanced assumed strain (EAS) formulation has been utilized to predict load- deformation and internal stresses both in the elastic as well as nonlinear regime. It models the composite behaviour of concrete and reinforcements in rigid /perfect bond situation and their mutual interaction in bond-slip condition considering continuous interface elements at the material level. An attempt has been made to reduce the gap significantly between the results found experimentally and numerically using the proposed model and the computer code developed for the purpose. The results of the analysis are presented, discussed and compared with a few benchmark experimental results. 260 pp. Englisch. N° de réf. du vendeur 9783844331868
Quantité disponible : 2 disponible(s)
Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Samanta Amiya K.Dr. Amiya K. Samanta- Associate Prof. in the Dep. of Civil Eng.at National Inst. of Tech, India. BE, ME, PhD degrees at JadavpurUniv. Industrial Experience in design of RC silo.Prof. Somnath Ghosh - Professor and Ex-H. N° de réf. du vendeur 5473566
Quantité disponible : Plus de 20 disponibles
Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. A 3D Hypoelastic Model of RC Structure using lower order EAS elements | Lower order solid elements, Finite element approach, Three-dimensional, Enhanced assumed strain | Amiya K. Samanta (u. a.) | Taschenbuch | 260 S. | Englisch | 2012 | LAP LAMBERT Academic Publishing | EAN 9783844331868 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. N° de réf. du vendeur 106914345
Quantité disponible : 5 disponible(s)
Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -This investigation presents a formulation of hypo- elasticity based RC beam /frame model with bond- slip. Details of the constitutive model and analysis method used are provided. A procedure has been described to carry out three-dimensional analysis considering both geometrical as well as material nonlinearity for simply supported RC beams and substitute frames employing finite element technique, which uses 8-noded isoparametric hexahedral element HCiS18. Enhanced assumed strain (EAS) formulation has been utilized to predict load- deformation and internal stresses both in the elastic as well as nonlinear regime. It models the composite behaviour of concrete and reinforcements in rigid /perfect bond situation and their mutual interaction in bond-slip condition considering continuous interface elements at the material level. An attempt has been made to reduce the gap significantly between the results found experimentally and numerically using the proposed model and the computer code developed for the purpose. The results of the analysis are presented, discussed and compared with a few benchmark experimental results.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 260 pp. Englisch. N° de réf. du vendeur 9783844331868
Quantité disponible : 1 disponible(s)
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This investigation presents a formulation of hypo- elasticity based RC beam /frame model with bond- slip. Details of the constitutive model and analysis method used are provided. A procedure has been described to carry out three-dimensional analysis considering both geometrical as well as material nonlinearity for simply supported RC beams and substitute frames employing finite element technique, which uses 8-noded isoparametric hexahedral element HCiS18. Enhanced assumed strain (EAS) formulation has been utilized to predict load- deformation and internal stresses both in the elastic as well as nonlinear regime. It models the composite behaviour of concrete and reinforcements in rigid /perfect bond situation and their mutual interaction in bond-slip condition considering continuous interface elements at the material level. An attempt has been made to reduce the gap significantly between the results found experimentally and numerically using the proposed model and the computer code developed for the purpose. The results of the analysis are presented, discussed and compared with a few benchmark experimental results. N° de réf. du vendeur 9783844331868
Quantité disponible : 1 disponible(s)
Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
paperback. Etat : New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book. N° de réf. du vendeur ERICA82938443318676
Quantité disponible : 1 disponible(s)