Experimental and numerical studies on the structural performance of a double composite wall

Sun Jin Han; Inwook Heo; Jae Hyun Kim; Kang Su Kim; Young Hun Oh

doi:10.3390/app11020506

Experimental and numerical studies on the structural performance of a double composite wall

Sun Jin Han, Inwook Heo, Jae Hyun Kim, Kang Su Kim, Young Hun Oh

Department of Architectural Engineering

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

2 Scopus citations

Abstract

In this study, experiments and numerical analyses were carried out to examine the flexural and shear performance of a double composite wall (DCW) manufactured using a precast concrete (PC) method. One flexural specimen and three shear specimens were fabricated, and the effect of the bolts used for the assembly of the PC panels on the shear strength of the DCW was investigated. The failure mode, flexural and shear behavior, and composite behavior of the PC panel and cast-in-place (CIP) concrete were analyzed in detail, and the behavioral characteristics of the DCW were clearly identified by comparing the results of tests with those obtained from a non-linear flexural analysis and finite element analysis. Based on the test and analysis results, this study proposed a practical equation for reasonably estimating the shear strength of a DCW section composed of PC, CIP concrete, and bolts utilizing the current code equations.

Original language	English
Article number	506
Pages (from-to)	1-19
Number of pages	19
Journal	Applied Sciences (Switzerland)
Volume	11
Issue number	2
DOIs	https://doi.org/10.3390/app11020506
State	Published - 2 Jan 2021

Keywords

Design code
Double composite wall
Flexure
Precast concrete
Shear

Access to Document

10.3390/app11020506

Cite this

@article{27ac3a3223a54daca423d0877c164b3a,

title = "Experimental and numerical studies on the structural performance of a double composite wall",

abstract = "In this study, experiments and numerical analyses were carried out to examine the flexural and shear performance of a double composite wall (DCW) manufactured using a precast concrete (PC) method. One flexural specimen and three shear specimens were fabricated, and the effect of the bolts used for the assembly of the PC panels on the shear strength of the DCW was investigated. The failure mode, flexural and shear behavior, and composite behavior of the PC panel and cast-in-place (CIP) concrete were analyzed in detail, and the behavioral characteristics of the DCW were clearly identified by comparing the results of tests with those obtained from a non-linear flexural analysis and finite element analysis. Based on the test and analysis results, this study proposed a practical equation for reasonably estimating the shear strength of a DCW section composed of PC, CIP concrete, and bolts utilizing the current code equations.",

keywords = "Design code, Double composite wall, Flexure, Precast concrete, Shear",

author = "Han, {Sun Jin} and Inwook Heo and Kim, {Jae Hyun} and Kim, {Kang Su} and Oh, {Young Hun}",

note = "Publisher Copyright: {\textcopyright} 2021 by the authors. Licensee MDPI, Basel, Switzerland.",

year = "2021",

month = jan,

day = "2",

doi = "10.3390/app11020506",

language = "English",

volume = "11",

pages = "1--19",

journal = "Applied Sciences (Switzerland)",

issn = "2076-3417",

publisher = "Multidisciplinary Digital Publishing Institute (MDPI)",

number = "2",

}

TY - JOUR

T1 - Experimental and numerical studies on the structural performance of a double composite wall

AU - Han, Sun Jin

AU - Heo, Inwook

AU - Kim, Jae Hyun

AU - Kim, Kang Su

AU - Oh, Young Hun

PY - 2021/1/2

Y1 - 2021/1/2

N2 - In this study, experiments and numerical analyses were carried out to examine the flexural and shear performance of a double composite wall (DCW) manufactured using a precast concrete (PC) method. One flexural specimen and three shear specimens were fabricated, and the effect of the bolts used for the assembly of the PC panels on the shear strength of the DCW was investigated. The failure mode, flexural and shear behavior, and composite behavior of the PC panel and cast-in-place (CIP) concrete were analyzed in detail, and the behavioral characteristics of the DCW were clearly identified by comparing the results of tests with those obtained from a non-linear flexural analysis and finite element analysis. Based on the test and analysis results, this study proposed a practical equation for reasonably estimating the shear strength of a DCW section composed of PC, CIP concrete, and bolts utilizing the current code equations.

AB - In this study, experiments and numerical analyses were carried out to examine the flexural and shear performance of a double composite wall (DCW) manufactured using a precast concrete (PC) method. One flexural specimen and three shear specimens were fabricated, and the effect of the bolts used for the assembly of the PC panels on the shear strength of the DCW was investigated. The failure mode, flexural and shear behavior, and composite behavior of the PC panel and cast-in-place (CIP) concrete were analyzed in detail, and the behavioral characteristics of the DCW were clearly identified by comparing the results of tests with those obtained from a non-linear flexural analysis and finite element analysis. Based on the test and analysis results, this study proposed a practical equation for reasonably estimating the shear strength of a DCW section composed of PC, CIP concrete, and bolts utilizing the current code equations.

KW - Design code

KW - Double composite wall

KW - Flexure

KW - Precast concrete

KW - Shear

UR - http://www.scopus.com/inward/record.url?scp=85099233022&partnerID=8YFLogxK

U2 - 10.3390/app11020506

DO - 10.3390/app11020506

M3 - Article

AN - SCOPUS:85099233022

SN - 2076-3417

VL - 11

SP - 1

EP - 19

JO - Applied Sciences (Switzerland)

JF - Applied Sciences (Switzerland)

IS - 2

M1 - 506

ER -

Experimental and numerical studies on the structural performance of a double composite wall

Abstract

Keywords

Access to Document

Other files and links

Fingerprint

Cite this