FULL-SCALE TEST OF A COMPOSITE TRUSS.

被引：0
|
作者：
Bjorhovde, Reidar
机构：
来源：
Structural Engineering Report | 1981年 / 97期
关键词：
408 Structural Design - 412 Concrete - 415 Metals; Plastics; Wood and Other Structural Materials - 545 Iron and Steel - 931 Classical Physics; Quantum Theory; Relativity;
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摘要：
The report presents the evaluation of the design and full-scale testing of a composite (steel-concrete) truss. The span of the truss was 12 m, and it was 0. 85 m high, with a 63 mm normal weight concrete slab on a 76 mm corrugated steel deck. Overall failure was precipitated by the buckling of a compression diagonal of the truss. The report details the failure and why this particular mode prevailed, and makes recommendations with regard to design and construction procedures.
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