原文传递
PREDICTING DEFLECTIONS IN CONCRETE-FILLED GRID DECK PANELS.
| 题名： | PREDICTING DEFLECTIONS IN CONCRETE-FILLED GRID DECK PANELS. |
| 作者： | Mangelsdorf-CP; Baker-TH; Swanson-JA |
| 关键词： | Bridge-decks; Composite-structures; Concrete-; Deflection-; Equations-; Mathematical-prediction; Steel- |
| 摘要： | Laboratory test results from six different concrete-filled steel-grid bridge deck panels of one and two spans with approximate midspan loadings were compared with finite difference solutions of a governing differential orthotropic plate equation. The orthotropic plate equation was based on assumptions related to fully composite behavior. The effects of changes in properties due to increasing loads were examined. A means of predicting deflections in other laboratory panels was developed, and the results were extended to permit the estimating of deflections in actual bridge decks. |
| 总页数： | Transportation Research Record. 2002. (1814) pp17-24 (3 Fig., 4 Tab., 13 Ref.) |
| 报告类型： | 科技报告 |
相关文献
- FINITE-ELEMENT MODELING OF RED MAPLE GLUED-LAMINATED T-BEAMS AND BRIDGE BEHAVIOR.
- FATIGUE OF ALL METAL SANDWICH PANELS
- Estimating the Sensitivity of Design Input Variables for Rigid Pavement Analysis with a Mechanistic-Empirical Design Guide.
- Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC) for Infrastructure Rehabilitation Volume 2: Behavior of Ultra-High Strength Concrete Bridge Deck Panels Compared to Conventional Stay-In-Place Deck Panels
- PERFORMANCE EVALUATION OF COMPOSITE PRESTRESSED CONCRETE SLAB BRIDGES.
- Mechanical Response of a Composite Steel, Concrete-Filled Pile.
检索历史
应用推荐
