Nonlinear analysis of concrete shells including effects of normal and transverse shear stresses

The previously developed numerical model of the authors for the analysis of conventional reinforced and prestressed concrete shells under short‐term and long‐term loading was improved by including the effects of transverse shear stresses on the shell failure. The 9‐node degenerated shell element wit...

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Veröffentlicht in:	Materialwissenschaft und Werkstofftechnik 2014-04, Vol.45 (4), p.258-268
Hauptverfasser:	Matešan, D., Radnić, J., Baloević, G., Smilović, M.
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Betonschale Computer programs Experiment Failure Keywords Concrete shell Mathematical models Nonlinear analysis Normal stress Numerical model Numerical models numerisches Modell Prestressed concrete Querschub Reinforcement Reinforcing steels Schubfestigkeit Shear Shear strength Shear stress Shells Thickness Transverse shear
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