Partial-interaction time dependent behaviour of reinforced concrete beams

► Partial interaction approach to allow for tension stiffening including time effects developed. ► Quantifies the effective flexural rigidity of cracked members including time effects. ► Effective flexural rigidity then used in standard approaches to determine member deflection. When a concrete memb...

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Veröffentlicht in:	Engineering structures 2013-04, Vol.49, p.408-420
Hauptverfasser:	Visintin, P., Oehlers, D.J., Haskett, M.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Building structure Buildings. Public works Construction (buildings and works) Cracks Creep Deflection Exact sciences and technology Partial interaction theory Polyimide resins Reinforced concrete beams Reinforced concrete structure Reinforcement Reinforcing steels Rigidity Serviceability Shrinkage Stresses. Safety Structural analysis. Stresses Tension stiffening
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