Bending capacity of biaxial-hollow rc slab with asymmetric steel beams

Chao Gong; Zhao Xin Hou; Guo Zhong Cheng; Gang Wang; Y. Frank Chen

doi:10.18057/IJASC.2020.16.4.4

Bending capacity of biaxial-hollow rc slab with asymmetric steel beams

Chao Gong, Zhao Xin Hou, Guo Zhong Cheng, Gang Wang, Y. Frank Chen

School of Science, Engineering & Technology (Harrisburg)

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

1 Scopus citations

Abstract

A new composite slim floor system with voided RC slab is proposed, where the precast RC slab is used as the structural component as well as the permanent formwork, with the large voids achieved by light-weight fillers introduced to reduce the slab weight. The overlapping rebars pass through the web openings of steel beam, thus enhancing the interaction between the RC slab and steel beam. As a pilot study of the proposed floor system, the bending behavior of the new composite slim beam was investigated experimentally on four specimens. The full interaction between the RC slab and steel beam is demonstrated by the test and finite element analysis results. In addition, a calculation method for bending capacity is proposed.

Original language	English (US)
Pages (from-to)	321-327
Number of pages	7
Journal	Advanced Steel Construction
Volume	16
Issue number	4
DOIs	https://doi.org/10.18057/IJASC.2020.16.4.4
State	Published - 2020

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Building and Construction
Mechanics of Materials
Mechanical Engineering

Access to Document

10.18057/IJASC.2020.16.4.4

Cite this

@article{c38fa1f693cf4441a5fd43797e89beca,

title = "Bending capacity of biaxial-hollow rc slab with asymmetric steel beams",

abstract = "A new composite slim floor system with voided RC slab is proposed, where the precast RC slab is used as the structural component as well as the permanent formwork, with the large voids achieved by light-weight fillers introduced to reduce the slab weight. The overlapping rebars pass through the web openings of steel beam, thus enhancing the interaction between the RC slab and steel beam. As a pilot study of the proposed floor system, the bending behavior of the new composite slim beam was investigated experimentally on four specimens. The full interaction between the RC slab and steel beam is demonstrated by the test and finite element analysis results. In addition, a calculation method for bending capacity is proposed.",

author = "Chao Gong and Hou, {Zhao Xin} and Cheng, {Guo Zhong} and Gang Wang and Chen, {Y. Frank}",

note = "Funding Information: The authors greatly appreciate the financial support provided by the National Key R&D Program of China (No. 2016YFC0701201) and the National Natural Science Foundation of China (No. 51408620). Publisher Copyright: {\textcopyright} 2020 by The Hong Kong Institute of Steel Construction. All rights reserved.",

year = "2020",

doi = "10.18057/IJASC.2020.16.4.4",

language = "English (US)",

volume = "16",

pages = "321--327",

journal = "Advanced Steel Construction",

issn = "1816-112X",

publisher = "Hong Kong Institute of Steel Construction",

number = "4",

}

TY - JOUR

T1 - Bending capacity of biaxial-hollow rc slab with asymmetric steel beams

AU - Gong, Chao

AU - Hou, Zhao Xin

AU - Cheng, Guo Zhong

AU - Wang, Gang

AU - Chen, Y. Frank

N1 - Funding Information: The authors greatly appreciate the financial support provided by the National Key R&D Program of China (No. 2016YFC0701201) and the National Natural Science Foundation of China (No. 51408620). Publisher Copyright: © 2020 by The Hong Kong Institute of Steel Construction. All rights reserved.

PY - 2020

Y1 - 2020

N2 - A new composite slim floor system with voided RC slab is proposed, where the precast RC slab is used as the structural component as well as the permanent formwork, with the large voids achieved by light-weight fillers introduced to reduce the slab weight. The overlapping rebars pass through the web openings of steel beam, thus enhancing the interaction between the RC slab and steel beam. As a pilot study of the proposed floor system, the bending behavior of the new composite slim beam was investigated experimentally on four specimens. The full interaction between the RC slab and steel beam is demonstrated by the test and finite element analysis results. In addition, a calculation method for bending capacity is proposed.

AB - A new composite slim floor system with voided RC slab is proposed, where the precast RC slab is used as the structural component as well as the permanent formwork, with the large voids achieved by light-weight fillers introduced to reduce the slab weight. The overlapping rebars pass through the web openings of steel beam, thus enhancing the interaction between the RC slab and steel beam. As a pilot study of the proposed floor system, the bending behavior of the new composite slim beam was investigated experimentally on four specimens. The full interaction between the RC slab and steel beam is demonstrated by the test and finite element analysis results. In addition, a calculation method for bending capacity is proposed.

UR - http://www.scopus.com/inward/record.url?scp=85098797482&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85098797482&partnerID=8YFLogxK

U2 - 10.18057/IJASC.2020.16.4.4

DO - 10.18057/IJASC.2020.16.4.4

M3 - Article

AN - SCOPUS:85098797482

SN - 1816-112X

VL - 16

SP - 321

EP - 327

JO - Advanced Steel Construction

JF - Advanced Steel Construction

IS - 4

ER -

Bending capacity of biaxial-hollow rc slab with asymmetric steel beams

Abstract

All Science Journal Classification (ASJC) codes

Access to Document

Other files and links

Cite this