Theoretical and numerical approach to calculate the shear stiffness of corrugated metal deck
(2014)Civil Engineering (M.Sc.Eng.)
Division of Structural Engineering
- Abstract
- Permanent Metal Deck Forms (PMDFs) currently are used in building application as a lateral beam bracing. In the bridge applications, PMDFs are frequently used to support the wet concrete of bridge decks during the construction phase, but they are not relied on as lateral bracing.
The girders in the bridge system are subjected to lateral torsional buckling that occurs under the casting of the bridge deck. In order to improve the stabilizing potential of the PMDF system in the bridge system, it is important to estimate the shear rigidity of metal decks that are used as shear diaphragm.
Please use this url to cite or link to this publication:
http://lup.lub.lu.se/student-papers/record/4461409
- author
- Al-rubaye, Ali
- supervisor
-
- Hassan Mehri LU
- organization
- year
- 2014
- type
- H3 - Professional qualifications (4 Years - )
- subject
- keywords
- ABAQUS, applied load, ECCS, effective shear stiffness, SDI, shear fasteners, shear diaphragm, panel sheeting, PMDF
- report number
- TVBK-5229
- ISSN
- 0349 -4969
- language
- English
- id
- 4461409
- date added to LUP
- 2014-06-12 15:36:51
- date last changed
- 2014-06-12 15:36:51
@misc{4461409, abstract = {{Permanent Metal Deck Forms (PMDFs) currently are used in building application as a lateral beam bracing. In the bridge applications, PMDFs are frequently used to support the wet concrete of bridge decks during the construction phase, but they are not relied on as lateral bracing. The girders in the bridge system are subjected to lateral torsional buckling that occurs under the casting of the bridge deck. In order to improve the stabilizing potential of the PMDF system in the bridge system, it is important to estimate the shear rigidity of metal decks that are used as shear diaphragm.}}, author = {{Al-rubaye, Ali}}, issn = {{0349 -4969}}, language = {{eng}}, note = {{Student Paper}}, title = {{Theoretical and numerical approach to calculate the shear stiffness of corrugated metal deck}}, year = {{2014}}, }