A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The report presents results from the second phase of a study on the restraint effect of bridge bearings. In the first phase, a steel composite bridge was constructed and tested in an environmental chamber, as shown in Figure 1.1, to determine whether diurnal or seasonal temperature variations led to an increase in the bearing restraint (Sen & Spillet 1994) (1.1). Following completion of this study, the tested bridge and a second identical bridge, which had been concurrently constructed for the second phase, were cut lengthwise, as shown in Figure 1.2, to provide a total of six steel composite beams. This report describes the results of experimental and analytical studies conducted to determine the feasibility of strengthening these beams using advanced composites.
The report presents results from the second phase of a study on the restraint effect of bridge bearings. In the first phase, a steel composite bridge was constructed and tested in an environmental chamber, as shown in Figure 1.1, to determine whether diurnal or seasonal temperature variations led to an increase in the bearing restraint (Sen & Spillet 1994) (1.1). Following completion of this study, the tested bridge and a second identical bridge, which had been concurrently constructed for the second phase, were cut lengthwise, as shown in Figure 1.2, to provide a total of six steel composite beams. This report describes the results of experimental and analytical studies conducted to determine the feasibility of strengthening these beams using advanced composites.
Repair of Steel Composite Bridge Sections Using CFRP Laminates
1994
114 pages
Report
No indication
English
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