原文传递
FINITE-ELEMENT MODELING OF RED MAPLE GLUED-LAMINATED T-BEAMS AND BRIDGE BEHAVIOR.
| 题名： | FINITE-ELEMENT MODELING OF RED MAPLE GLUED-LAMINATED T-BEAMS AND BRIDGE BEHAVIOR. |
| 作者： | Witmer-RW Jr.; Manbeck-HB; Janowiak-JJ |
| 关键词： | TIMBER-BRIDGES; FINITE-ELEMENT-METHOD; MATHEMATICAL-MODELS; STIFFNESS-; PREDICTIONS-; GLUED-LAMINATED-T-BEAMS; GLUED-LAMINATED-BRIDGE-DECKS; DEFLECTION-; LIVE-LOADS |
| 摘要： | Finite-element modeling methods are presented using an existing finite-element program to (1) predict the stiffness increase, due to the addition of deck panels, for red maple glued-laminated (glulam) T-beam assemblies relative to beams with no deck panels; and (2) predict the midspan beam deflection for a red maple glulam longitudinal stringer-transverse deck bridge for two loading conditions (one lane loaded and two lanes loaded). The red maple T-beam stiffness increase was determined for T-beams assembled with and without gaps between deck panels. The T-beam stiffness increase was predicted to within 5% for T-beams assembled with gaps between deck panels and to within 3% for T-beams assembled with no gaps between deck panels. Red maple glulam longitudinal stringer-transverse deck bridge maximum midspan beam deflections were predicted to within 6% for one-lane loading and to within 7% for two-lane loading. |
| 总页数： | Transportation Research Record. 1997. (1575) pp53-59 (7 Fig., 5 Tab., 6 Ref.) |
| 报告类型： | 科技报告 |
相关文献
- OVERVIEW OF NATIONAL WOOD IN TRANSPORTATION PROGRAM AND ITS FOCUS ON COMMERCIALIZING PROVEN TECHNOLOGY.
- LOAD DISTRIBUTION AND SHEAR STRENGTH EVALUATION OF AN OLD CONCRETE T-BEAM BRIDGE.
- LONG-TERM DURABILITY OF STRUCTURAL COMPOSITE LUMBER IN BRIDGE APPLICATIONS.
- Evaluating Fiber Reinforced Polymer Repair Method for Cracked Prestressed Concrete Bridge Members Subjected to Repeated Loadings (Phase 2). Final rept. Sep 01-May 07.
- Finite Element Modeling and Analysis of Reinforced-Concrete Bridge Decks
- Spread Prestressed Concrete Slab Beam Bridges.
检索历史
应用推荐
