Resumen
An 18.3 m (60 ft) pedestrian I-girder bridge was analyzed, designed, tested, and constructed. The main load-carrying members for the bridge are two 61-cm (24-in.) deep composite fiberglass I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid glass/carbon fiber-reinforced polymer beams over those manufactured solely with glass fibers. Typical joint connections were tested to investigate their performance, and a dynamic analysis was performed to check the bridge's vibration under pedestrian load.
| Idioma original | English |
|---|---|
| Páginas (desde-hasta) | 101-104 |
| Número de páginas | 4 |
| Publicación | Journal of Composites for Construction |
| Volumen | 3 |
| N.º | 2 |
| DOI | |
| Estado | Published - may 1999 |
ASJC Scopus subject areas
- Ceramics and Composites
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Mechanical Engineering