Nonlinear finite element analysis of reinforced concrete corbel

Reinforced concrete corbels have been analysed using the nonlinear finite element method. An elasto-plastic-cracking constitutive formulation using Huber-Hencky-Mises yield surface augmented with a tension cut-off is employed. Smeared-fixed cracking with mesh-dependent strain softening is employed t...

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Veröffentlicht in:	Computers & structures 1993-01, Vol.46 (2), p.343-354
Hauptverfasser:	Prasad, H.N.Renuka, Channakeshava, C., Prasad, B.K.Raghu, Raja Iyengar, K.T.Sundara
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Structural analysis. Stresses
Online-Zugang:	Volltext
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