Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls

Kamyar Kildashti; Bijan Samali

doi:10.1007/978-981-99-3330-3_43

Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls

Kamyar Kildashti
, Bijan Samali

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

1 Citation (Scopus)

Abstract

The effective application of lightweight stay-in-place concrete forms for casting shear walls subjected to wind and seismic loading is of particular concern to practitioners. Insufficient technical data available for new kinds of wall systems, such as Polyvinyl Chloride (PVC) form walls, hinder their implementation in construction practice. To that end, an effective experimental and numerical campaign was launched at Western Sydney University to investigate the structural performance of PVC form walls when subjected to in-plane shear loading. A set of push-out specimens was designated to conduct monotonic in-plane shear tests until failure. All failure phenomena, capping strengths, and ductility capacities were monitored. Test results indicated that the embedded PVC latticed webs could efficiently protect the concrete web from sudden crushing and improve ductility capacity and failure pattern of the specimens. Nonlinear finite element analysis on test specimens was also conducted and good correlation with experiment results was achieved.

Original language	English
Title of host publication	Nanotechnology in Construction for Circular Economy, Proceedings of NICOM7, 31 October-02 November, 2022, Melbourne, Australia
Publisher	Springer
Pages	421-430
Number of pages	10
ISBN (Print)	9789819933297
DOIs	https://doi.org/10.1007/978-981-99-3330-3_43
Publication status	Published - 2023
Event	International Symposium on Nanotechnology in Construction - Duration: 1 Jan 2023 → …

Conference

Conference	International Symposium on Nanotechnology in Construction
Period	1/01/23 → …

Bibliographical note

Publisher Copyright:
© 2023, The Author(s).

Open Access - Access Right Statement

This chapter is licensed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made. The images or other third party material in this chapter are included in the chapter’s Creative Commons license, unless indicated otherwise in a credit line to the material. If material is not included in the chapter’s Creative Commons license and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder.

Access to Document

10.1007/978-981-99-3330-3_43

Cite this

@inproceedings{8d8921d1c6c04b16a202b0d8cee4faef,

title = "Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls",

abstract = "The effective application of lightweight stay-in-place concrete forms for casting shear walls subjected to wind and seismic loading is of particular concern to practitioners. Insufficient technical data available for new kinds of wall systems, such as Polyvinyl Chloride (PVC) form walls, hinder their implementation in construction practice. To that end, an effective experimental and numerical campaign was launched at Western Sydney University to investigate the structural performance of PVC form walls when subjected to in-plane shear loading. A set of push-out specimens was designated to conduct monotonic in-plane shear tests until failure. All failure phenomena, capping strengths, and ductility capacities were monitored. Test results indicated that the embedded PVC latticed webs could efficiently protect the concrete web from sudden crushing and improve ductility capacity and failure pattern of the specimens. Nonlinear finite element analysis on test specimens was also conducted and good correlation with experiment results was achieved.",

author = "Kamyar Kildashti and Bijan Samali",

note = "Publisher Copyright: {\textcopyright} 2023, The Author(s).; International Symposium on Nanotechnology in Construction ; Conference date: 01-01-2023",

year = "2023",

doi = "10.1007/978-981-99-3330-3\_43",

language = "English",

isbn = "9789819933297",

pages = "421--430",

booktitle = "Nanotechnology in Construction for Circular Economy, Proceedings of NICOM7, 31 October-02 November, 2022, Melbourne, Australia",

publisher = "Springer",

}

Kildashti, K & Samali, B 2023, Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls. in Nanotechnology in Construction for Circular Economy, Proceedings of NICOM7, 31 October-02 November, 2022, Melbourne, Australia. Springer, pp. 421-430, International Symposium on Nanotechnology in Construction, 1/01/23. https://doi.org/10.1007/978-981-99-3330-3_43

Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls. / Kildashti, Kamyar; Samali, Bijan.
Nanotechnology in Construction for Circular Economy, Proceedings of NICOM7, 31 October-02 November, 2022, Melbourne, Australia. Springer, 2023. p. 421-430.

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls

AU - Kildashti, Kamyar

AU - Samali, Bijan

PY - 2023

Y1 - 2023

N2 - The effective application of lightweight stay-in-place concrete forms for casting shear walls subjected to wind and seismic loading is of particular concern to practitioners. Insufficient technical data available for new kinds of wall systems, such as Polyvinyl Chloride (PVC) form walls, hinder their implementation in construction practice. To that end, an effective experimental and numerical campaign was launched at Western Sydney University to investigate the structural performance of PVC form walls when subjected to in-plane shear loading. A set of push-out specimens was designated to conduct monotonic in-plane shear tests until failure. All failure phenomena, capping strengths, and ductility capacities were monitored. Test results indicated that the embedded PVC latticed webs could efficiently protect the concrete web from sudden crushing and improve ductility capacity and failure pattern of the specimens. Nonlinear finite element analysis on test specimens was also conducted and good correlation with experiment results was achieved.

AB - The effective application of lightweight stay-in-place concrete forms for casting shear walls subjected to wind and seismic loading is of particular concern to practitioners. Insufficient technical data available for new kinds of wall systems, such as Polyvinyl Chloride (PVC) form walls, hinder their implementation in construction practice. To that end, an effective experimental and numerical campaign was launched at Western Sydney University to investigate the structural performance of PVC form walls when subjected to in-plane shear loading. A set of push-out specimens was designated to conduct monotonic in-plane shear tests until failure. All failure phenomena, capping strengths, and ductility capacities were monitored. Test results indicated that the embedded PVC latticed webs could efficiently protect the concrete web from sudden crushing and improve ductility capacity and failure pattern of the specimens. Nonlinear finite element analysis on test specimens was also conducted and good correlation with experiment results was achieved.

UR - https://hdl.handle.net/1959.7/uws:78124

U2 - 10.1007/978-981-99-3330-3_43

DO - 10.1007/978-981-99-3330-3_43

M3 - Conference Paper

SN - 9789819933297

SP - 421

EP - 430

BT - Nanotechnology in Construction for Circular Economy, Proceedings of NICOM7, 31 October-02 November, 2022, Melbourne, Australia

PB - Springer

T2 - International Symposium on Nanotechnology in Construction

Y2 - 1 January 2023

ER -

Experimental and numerical studies on the in-plane shear behavior of PVC-encased concrete walls

Abstract

Conference

Bibliographical note

Open Access - Access Right Statement

Access to Document

Other files and links

Fingerprint

Cite this