Saturday 19 September 2009

Wseas Transactions

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Transactions ID Number: 10-115
Full Name: Amaryllis Audenaert
Position: Professor
Age: ON
Sex: Female
Address: Paardenmarkt 92 2000 Antwerpen
Country: BELGIUM
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E-mail address: amaryllis.audenaert@artesis.be
Other E-mails: amaryllis.audenaert@ua.ac.be
Title of the Paper: Safety of masonry arch bridges: a quick scan method
Authors as they appear in the Paper: Amaryllis Audenaert-Gerserik Reniers-Wout Dullaert-Herbert Peremans
Email addresses of all the authors: amaryllis.audenaert@artesis.be,genserik.reniers@ua.ac.be,wout.dullaert@ua.ac.be,herbert.peremans@ua.ac.be
Number of paper pages: 9
Abstract: Using a 2D decision support system based on a recent analytical model, this paper is the first to demonstrate that bridge specific characteristics require a detailed analysis to determine the collapse load. Because of the complexity of finite element modelling and the computation time requirements of 3D finite elements models for a large number of load positions, it is regularly assumed that collapse positions are situated at the crown of the arc. Empirical testing in this paper clearly demonstrates that this is not the case. The here developed approach allows for a quick scan of any type of masonry bridge, thus providing the necessary information on the critical range of load positions to be analyzed in more detail by a 3D modelling approach.
Keywords: arches, collapse load, equilibrium, safety
EXTENSION of the file: .doc
Special (Invited) Session: 2D decision support system to predict the assessment of masonry arch bridges
Organizer of the Session: 618-246
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