A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test
The punching shear behavior of concrete bridge decks under static, pulsating fatigue, and rolling fatigue loads was studied using analytical and experimental models. In this report, study results are presented for static and pulsating fatigue loads on cast-in-place and precast, prestressed panel bridge decks. Complete study conclusions will be presented and discussed in the final project report.
Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test
The punching shear behavior of concrete bridge decks under static, pulsating fatigue, and rolling fatigue loads was studied using analytical and experimental models. In this report, study results are presented for static and pulsating fatigue loads on cast-in-place and precast, prestressed panel bridge decks. Complete study conclusions will be presented and discussed in the final project report.
Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test
N. H. Burns (author) / R. E. Klingner (author) / J. Kim (author)
1994
54 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Bridge surfaces , Thickness , Concrete structures , Fatigue tests , Highway bridges , Prestressed concrete , Stress analysis , Static loads , Shear tests , Test facilities , Slabs , Highway maintenance , Bridge maintenance , Cracking(Fracturing)
Factors Affecting the Design Thickness of Bridge Slabs
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