Interface bonding behavior between steel and concrete under bearing force

Akinori Nakajima, Miyako Nishimura, Isao Saiki, O. O.E. Hirokazu

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

Abstract

It is important to clarify the stress transfer mechanism through the contact surface between steel and concrete in steel-concrete hybrid structures. Then, we carry out the static push-out test of the specimen which is composed of the steel plate and two concrete blocks, and investigate the bonding behavior of the contact surface under the bearing force. In this case, two different ways of applying the bearing force are examined. However, the relation between the maximum shear stress and the bearing stress as well as the relation between the shear stress and the slip does not depend on the application method of the bearing.

Original languageEnglish
Title of host publicationAESE 2005 - Proceedings of the 1st International Conference on Advances in Experimental Stuctural Engineering
PublisherEUCENTRE
Pages69-73
Number of pages5
ISBN (Electronic)4901887181, 9784901887182
Publication statusPublished - 2005 Jan 1
Externally publishedYes
Event1st International Conference on Advances in Experimental Stuctural Engineering, AESE 2005 - Nagoya, Japan
Duration: 2005 Jul 192005 Jul 21

Publication series

NameInternational Conference on Advances in Experimental Structural Engineering
Volume2005-July
ISSN (Electronic)2522-2503

Conference

Conference1st International Conference on Advances in Experimental Stuctural Engineering, AESE 2005
CountryJapan
CityNagoya
Period05/7/1905/7/21

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

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  • Cite this

    Nakajima, A., Nishimura, M., Saiki, I., & Hirokazu, O. O. E. (2005). Interface bonding behavior between steel and concrete under bearing force. In AESE 2005 - Proceedings of the 1st International Conference on Advances in Experimental Stuctural Engineering (pp. 69-73). (International Conference on Advances in Experimental Structural Engineering; Vol. 2005-July). EUCENTRE.