Chapter
Apr 26, 2012
Stress in Orthotropic Steel Deck Components Due to Vehicular Loads
Publication: Structures Congress 2005: Metropolis and Beyond
Abstract
Laboratory measurement of local stresses was made on components of a full scale model of orthotropic deck panel of Bronx-Whitestone Bridge. Simulated wheel load of trucks was placed on the deck at various locations along longitudinal stiffening ribs of trapezoidal shape. The loads induced local stresses and local bending of diaphragm web plates and rib walls. The local stresses were moderately high in magnitude in all components of the model deck.
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Copyright
© 2005 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge components
- Bridge decks
- Bridge engineering
- Bridges
- Bridges (by material)
- Business management
- Continuum mechanics
- Decks
- Design (by type)
- Dynamic loads
- Dynamics (solid mechanics)
- Employment
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Job satisfaction
- Load factors
- Materials engineering
- Orthotropic materials
- Personnel management
- Practice and Profession
- Solid mechanics
- Steel bridges
- Steel decks
- Structural design
- Structural dynamics
- Structural engineering
- Structural systems
- Vehicle loads
- Wood bridges
Authors
Affiliations
ATLSS Research Center, Lehigh University, 117 ATLSS Drive, Bethlehem, PA. E-mail: [email protected]
ATLSS Research Center, Lehigh University, 117 ATLSS Drive, Bethlehem, PA. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.