Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Deformation Analysis of Bridge Concrete Girders
Present research was aiming at deriving tension stiffening relationship based on EC2 provisions for deformation analysis of bending RC structures. According to the algorithm proposed by the first author, a tension stiffening relationships were derived from moment-curvature diagrams of reinforced concrete beams calculated according to EC2 technique. The obtained tension stiffening relationship was applied in the parametric study, using non-linear finite element software ATENA and layered model. Theoretical results were compared with experimental data of beams reported in the literature. The defined tension stiffening relationship was also applied for calculation of moment-curvature response of reinforced concrete bridge girder. The analyses have shown that the deformations calculated using the derived tension stiffening relationship and the EC2 technique were in good agreement.
Numerical Deformation Analysis of Bridge Concrete Girders
Present research was aiming at deriving tension stiffening relationship based on EC2 provisions for deformation analysis of bending RC structures. According to the algorithm proposed by the first author, a tension stiffening relationships were derived from moment-curvature diagrams of reinforced concrete beams calculated according to EC2 technique. The obtained tension stiffening relationship was applied in the parametric study, using non-linear finite element software ATENA and layered model. Theoretical results were compared with experimental data of beams reported in the literature. The defined tension stiffening relationship was also applied for calculation of moment-curvature response of reinforced concrete bridge girder. The analyses have shown that the deformations calculated using the derived tension stiffening relationship and the EC2 technique were in good agreement.
Numerical Deformation Analysis of Bridge Concrete Girders
Kaklauskas, Gintaris (Autor:in) / Girdžius, Rokas (Autor:in) / Bačinskas, Darius (Autor:in) / Sokolov, Aleksandr (Autor:in) / Lithuanian State Fund of Research and Studies / Agency of International Programs of Scientific and Technology Development in Lithuania
29.06.2008
doi:10.3846/1822-427X.2008.3.51-56
The Baltic Journal of Road and Bridge Engineering; Vol 3, No 2 (2008): The Baltic Journal of Road and Bridge Engineering; 51-56 ; 1822-4288 ; 1822-427X
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Deformation Behavior of Long-Span Prestressed High Performance Concrete Bridge Girders
British Library Conference Proceedings | 1997
|FRP-Wood-Concrete Composite Bridge Girders
ASCE | 2000
|Optimisation of Reinforced Concrete Bridge Girders
British Library Conference Proceedings | 1998
|Dollies Haul big concrete bridge girders
Engineering Index Backfile | 1957