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Steel-concrete composite bridge analysis using generalised beam theory

  • Goncalves, Rodrigo (UNIC, Departamento de Engenharia Civil, Faculdade de Ciencias e Tecnologia, Universidade Nova de Lisboa) ;
  • Camotim, Dinar (ICIST/IST, Departamento de Engenharia Civil e Arquitectura, Universidade Tecnica de Lisboa)
  • Received : 2010.04.13
  • Accepted : 2010.05.27
  • Published : 2010.05.25

Abstract

This paper reports recent developments concerning the application of Generalised Beam Theory (GBT) to the structural analysis of steel-concrete composite bridges. The potential of GBT-based semi-analytical or finite element-based analyses in this field is illustrated/demonstrated by showing that both accurate and computationally efficient solutions may be achieved for a wide range of structural problems, namely those associated with the bridge (i) linear (first-order) static, (ii) vibration and (iii) lateral-torsional-distortional buckling behaviours. Several illustrative examples are presented, which concern bridges with two distinct cross-sections: (i) twin box girder and (ii) twin I-girder. Allowance is also made for the presence of discrete box diaphragms and both shear lag and shear connection flexibility effects.

Keywords

References

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