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A platform for research: civil engineering, architecture and urbanism
Repair of prestressed concrete beams after damage by fire
Repair carried out to soffit and sides of precast, prestressed beams is described; method used involved full live loading to simulate conditions of original design; full loading condition also provided satisfactory test of composite construction and combination of prestressed concrete and in-situ reinforced concrete acting together as continuous structure; new covering increased original width of beams by 3 in. and depth by 1 1/2 in.
Repair of prestressed concrete beams after damage by fire
Repair carried out to soffit and sides of precast, prestressed beams is described; method used involved full live loading to simulate conditions of original design; full loading condition also provided satisfactory test of composite construction and combination of prestressed concrete and in-situ reinforced concrete acting together as continuous structure; new covering increased original width of beams by 3 in. and depth by 1 1/2 in.
Repair of prestressed concrete beams after damage by fire
Post-Tensioned
Clarke, A.T. (author)
Structural Engineer ; 41
1963
2 pages
Article (Journal)
English
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