NEGATIVE FLEXURAL BEHAVIOR OF PRECAST COMPOSITE SLABS WITH STEEL JOINT.

Toshiaki Ohta; Shinichi Hino; Yutaka Yamamoto; Saburo Tomisawa; Takayuki Nose

NEGATIVE FLEXURAL BEHAVIOR OF PRECAST COMPOSITE SLABS WITH STEEL JOINT.

Toshiaki Ohta, Shinichi Hino, Yutaka Yamamoto, Saburo Tomisawa, Takayuki Nose

Civil design and materials

Research output: Contribution to journal › Article › peer-review

Abstract

With highway bridges, a significant deterioration of concrete slab decks has been observed recently, and the complete replacement of such slab decks is often required. The authors wish to provide some fundamental information on developments in an effective method for jointing RC composite slab decks on the steel girder. In this paper, two types of steel joint structures are proposed, and six composite slabs having proposed joints and a lapped joint and two corresponding monolithic slabs are tested in order to evaluate the efficiency of the joints in transfer of negative bending moment.

Original language	English
Pages (from-to)	13-18, pn
Journal	Unknown Journal
Publication status	Published - 1984

All Science Journal Classification (ASJC) codes

Engineering(all)

Cite this

@article{ce6d0a36518346bdbccd5d1e4b6e9888,

title = "NEGATIVE FLEXURAL BEHAVIOR OF PRECAST COMPOSITE SLABS WITH STEEL JOINT.",

abstract = "With highway bridges, a significant deterioration of concrete slab decks has been observed recently, and the complete replacement of such slab decks is often required. The authors wish to provide some fundamental information on developments in an effective method for jointing RC composite slab decks on the steel girder. In this paper, two types of steel joint structures are proposed, and six composite slabs having proposed joints and a lapped joint and two corresponding monolithic slabs are tested in order to evaluate the efficiency of the joints in transfer of negative bending moment.",

author = "Toshiaki Ohta and Shinichi Hino and Yutaka Yamamoto and Saburo Tomisawa and Takayuki Nose",

year = "1984",

language = "English",

pages = "13--18, pn",

journal = "Quaternary International",

issn = "1040-6182",

publisher = "Elsevier Limited",

}

TY - JOUR

T1 - NEGATIVE FLEXURAL BEHAVIOR OF PRECAST COMPOSITE SLABS WITH STEEL JOINT.

AU - Ohta, Toshiaki

AU - Hino, Shinichi

AU - Yamamoto, Yutaka

AU - Tomisawa, Saburo

AU - Nose, Takayuki

PY - 1984

Y1 - 1984

N2 - With highway bridges, a significant deterioration of concrete slab decks has been observed recently, and the complete replacement of such slab decks is often required. The authors wish to provide some fundamental information on developments in an effective method for jointing RC composite slab decks on the steel girder. In this paper, two types of steel joint structures are proposed, and six composite slabs having proposed joints and a lapped joint and two corresponding monolithic slabs are tested in order to evaluate the efficiency of the joints in transfer of negative bending moment.

AB - With highway bridges, a significant deterioration of concrete slab decks has been observed recently, and the complete replacement of such slab decks is often required. The authors wish to provide some fundamental information on developments in an effective method for jointing RC composite slab decks on the steel girder. In this paper, two types of steel joint structures are proposed, and six composite slabs having proposed joints and a lapped joint and two corresponding monolithic slabs are tested in order to evaluate the efficiency of the joints in transfer of negative bending moment.

UR - http://www.scopus.com/inward/record.url?scp=0021581529&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0021581529&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0021581529

SP - 13-18, pn

JO - Quaternary International

JF - Quaternary International

SN - 1040-6182

ER -

NEGATIVE FLEXURAL BEHAVIOR OF PRECAST COMPOSITE SLABS WITH STEEL JOINT.

Abstract

All Science Journal Classification (ASJC) codes

Other files and links

Fingerprint

Cite this