Tension stiffening approach for deformation assessment of flexural reinforced concrete members under compressive axial load

The deformation characteristics of cracked reinforced concrete beams are largely dependent on the tension stiffening effect. As one of the serviceability analysis approaches, the employment of a concrete tensile stress block that reflects the flexural tension stiffening behavior is useful for evalua...

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Veröffentlicht in:	Structural concrete : journal of the FIB 2019-12, Vol.20 (6), p.2056-2068
Hauptverfasser:	Ng, Pui‐Lam, Gribniak, Viktor, Jakubovskis, Ronaldas, Rimkus, Arvydas
Format:	Artikel
Sprache:	eng
Schlagworte:	Adequacy axial load Axial loads Axial stress Concrete blocks Deformation finite element analysis Finite element method flexural member Reinforced concrete Stiffening Stress distribution Tensile stress tensile stress block Tension stiffening
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