Effective prestress and creep behavior in two-way prestressed steel plate-concrete composite slabs

Toshiaki Ohta, Shinichi Hino, Nobuyuki Kohno, Nario Shinnishi

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This study presents a new prestressing technique for the steel plate-concrete composite slab by using the pretensed bottom plate as a tensile reinforcement and as a form in casting the concrete. However, it is one of the most important things for its practical use to predict the reduction of initial prestress due to creep and shrinkage of concrete exactly. The paper presents an outline of the two-way prestressing technique, and then, presents the creep behavior of the two-way prestressed composite slab by both creep tests and numerical analysis.

Original languageEnglish
Title of host publicationProceedings of the Engineering Foundation Conference
EditorsC.D. Buckner, B.M. Shahrooz
PublisherASCE
Pages186-196
Number of pages11
Publication statusPublished - 1997
EventProceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III - Irsee, Ger
Duration: Jun 9 1996Jun 14 1996

Other

OtherProceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III
CityIrsee, Ger
Period6/9/966/14/96

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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  • Cite this

    Ohta, T., Hino, S., Kohno, N., & Shinnishi, N. (1997). Effective prestress and creep behavior in two-way prestressed steel plate-concrete composite slabs. In C. D. Buckner, & B. M. Shahrooz (Eds.), Proceedings of the Engineering Foundation Conference (pp. 186-196). ASCE.