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Flexural behavior of prestressed split-beam composite concrete sections
Investigation of general flexural characteristics of prestressed composite concrete beams is described; composite beams were made by separately forming tensile and compressive sections of beams; tensile section was cast first and prestressed, and compressive section was formed with plain concrete bonded to prestressed element; three sets of split beams with interfaces at different levels were tested in duplicate and results compared with those from two sets of duplicate conventionally prestressed beams; design concept described is reported to afford significant savings in amount of prestressing steel.
Flexural behavior of prestressed split-beam composite concrete sections
Investigation of general flexural characteristics of prestressed composite concrete beams is described; composite beams were made by separately forming tensile and compressive sections of beams; tensile section was cast first and prestressed, and compressive section was formed with plain concrete bonded to prestressed element; three sets of split beams with interfaces at different levels were tested in duplicate and results compared with those from two sets of duplicate conventionally prestressed beams; design concept described is reported to afford significant savings in amount of prestressing steel.
Flexural behavior of prestressed split-beam composite concrete sections
Prestressed Concrete Inst -- J
Bryson, J.O. (Autor:in) / Skoda, L.F. (Autor:in) / Watstein, D. (Autor:in)
1965
15 pages
Aufsatz (Zeitschrift)
Englisch
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