Testing a composite box-girder bridge with precast decks

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 157, Issue 4, 2004, Pages 243-250

  Ryu, Hyung Keun ^a   Shim, Chang Su ^b   Chang, Sung Pil ^a  

^a Seoul National University   (South Korea)

^b Chung Ang University   (South Korea)

Author keywords

Bridges; Composite structures; Strength and testing of materials

Indexed keywords

BRIDGE DECKS; COMPOSITE BEAMS AND GIRDERS; CRACK INITIATION; ELASTICITY; LOADS (FORCES); STRESS ANALYSIS;

CRACKING LOADS; SERVICEABILITY;

BOX GIRDER BRIDGES;

BRIDGE; COMPOSITE; CONCRETE STRUCTURE;

EID: 4143147299     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2004.157.4.243     Document Type: Article

References (6)

1. SHIM C.-S., Kim J.-H., CHUNG C.-H. and CHANG S.-P. The behaviour of shear connection in composite beam with fulldepth precast slab. Proceedings of the Institution of Civil Engineers, Structures and Buildings, 2000, 140, No. 1, 101-110.
2. SHIM C.-S., LEE P.-G. and CHANG S.-P. Design of shear connection in composite steel and concrete bridges with precast decks. Journal of Constructional Steel Research, 2001, 57, 203-219.
3. CHANG S. P. and SHIM C. S. Continuous composite bridges with precast decks. Steel Structures, 2001, 1, 123-132.
4. YOUSIF A. A., ISSA M. A., KASPAR I. I. and KHAYYAT S. Y. Field performance of full depth precast concrete panels in bridge deck reconstruction. PCI Journal, 1995, 40, No. 3, 82-108.
5. CANG S. P., SHIM C. S., CHOI K. Y. and CHUNG C. H. Longitudinal prestress losses of precast concrete bridge decks. Journal of KSCE, 1999, 19, No. 1-6, 917-928.
6. BRITISH STANDARDS INSTITUTION. Eurocode 3: Design of Steel Structures. BSI, Milton Keynes, 1993, DD ENV 1993-1-1.