| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 859244 | Procedia Engineering | 2013 | 7 Pages |
Abstract
The paper presents conclusions of the experimental verification of highway composite steel-concrete bridge behavior. After performing the standard proof-load test, the more detailed verification of stress and deformation state of two-girder continuous bridge structure was accomplished. The location of strain and deflection measurements and testing procedures are described. The comparison of the experimentally obtained values with the values calculated using suitable computational model is also presented in the paper.
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