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Finite Element Analysis of Heavy Duty Riveted Steel Grating Bridge Deck

Authors :
Craig C. Menzemer
Warda Abdulla
Source :
CivilEng, Vol 2, Iss 27, Pp 485-501 (2021), CivilEng, Volume 2, Issue 2, Pages 27-501
Publication Year :
2021
Publisher :
MDPI AG, 2021.

Abstract

Heavy duty riveted gratings are a good alternative for applications that often employ other deck systems, if they are carefully analyzed under static and fatigue loads. Understanding the static behavior of a riveted steel deck under tire patch loads will aid in establishing a design model based on an effective beam width. In addition, use of a riveted system avoids welded details that may lead to fatigue cracking, thereby improving design life. In this study, analysis of a typical riveted steel deck under a standard AASHTO fatigue truck with a 15% impact factor was conducted. Hand calculations were compared with the results of a finite element model using SAP2000 v19.2.1. Bending moments and stresses were evaluated and compared. Stresses at the rivet hole for the most highly loaded bearing bar were evaluated. A model for fatigue cracking around a rivet hole is discussed.

Details

Language :
English
ISSN :
26734109
Volume :
2
Issue :
27
Database :
OpenAIRE
Journal :
CivilEng
Accession number :
edsair.doi.dedup.....423564c4f71e729bec9366059a3c33c9