Verification of Flexural Behavior and Simplified Modeling of Steel-Concrete Composite Bridge
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Jaroslav Odrobinak
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2014, Volume 14, Issue 1, Pages 67-74
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Doi: 10.2478/tvsb-2014-0009
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An experimental verification of actual flexural behavior of composite steel-concrete girder bridge is presented. The comparison of the experimentally obtained values with the values calculated using suitable computational model is also given in the paper. Introduction of changes in stiffness of concrete slab due to concrete cracking into the global analysis is discussed, too.
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