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‘Strengthening by Assessment’ Using Finite Element Approaches – Case Studies of Rail Bridges

 ‘Strengthening by Assessment’ Using Finite Element Approaches – Case Studies of Rail Bridges
Autor(en): , ,
Beitrag für IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, veröffentlicht in , S. 256-264
DOI: 10.2749/stockholm.2016.0249
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This paper presents the ‘strengthening by assessment’ of bridges achieved by the implementation of finite element techniques. The use of more accurate analysis methods and the implementation of non...
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Bibliografische Angaben

Autor(en): (AECOM, Newcastle Upon Tyne, UK)
(AECOM, Newcastle Upon Tyne, UK)
(AECOM, Newcastle Upon Tyne, UK)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Veröffentlicht in:
Seite(n): 256-264 Anzahl der Seiten (im PDF): 9
Seite(n): 256-264
Anzahl der Seiten (im PDF): 9
Jahr: 2016
DOI: 10.2749/stockholm.2016.0249
Abstrakt:

This paper presents the ‘strengthening by assessment’ of bridges achieved by the implementation of finite element techniques. The use of more accurate analysis methods and the implementation of non-linear modelling and functions to better understand buckling modes and the structural behaviour of historic construction details are outlined. Three case studies are presented, demonstrating the effectiveness of the sophisticated Level 2 Assessment methodology using finite element analysis against conservative hand calculation approaches. One rail overbridge and two rail underbridges that did not achieve the required load rating by means of a Level 1 Assessment are examined and the increase in assessed capacities given by the Level 2 Assessment is outlined.

Stichwörter:
Brücken Nachhaltigkeit Finite-Elemente-Analyse Knicken Verstärkung Bewertung

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