Technical Papers
Dec 23, 2023

Study on In-Plane and Out-of-Plane Stiffness of Cold-Formed Steel Composite Floor with Opening

Publication: Journal of Structural Engineering
Volume 150, Issue 3

Abstract

In this study, experimental investigations were conducted to study the hysteresis and flexural performances of cold-formed steel (CFS) composite floors. The failure modes of the hysteresis specimens were damage of the screws connecting the composite slab and end joists, as well as bond-slip failure between the slab material and CFS form-deck. The failure modes of the flexural specimens involved shear deformation and buckling of the joists, as well as bond-slip failure between the slab material and CFS form-deck. Second, finite-element (FE) models were constructed and validated against the test data. Subsequently, numerical analysis models for floors with openings were developed. Also, parametric studies were performed by considering the influences of opening size, strengthening, and eccentricity on stiffness for floors with openings. The results revealed that actions to enhance stiffness for floors with openings involve minimizing the opening size, setting the opening strengthening, and keeping the opening centered. Finally, theoretical methods to determine the in-plane and out-of-plane stiffness for the floors with openings were proposed, and the calculations matched well with the numerical results.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors wish to acknowledge the support of the National Natural Science Foundation of China (No. 51908047), the Natural Science Foundation of Shaanxi Province, China (No. 2022JM-227, 2022JQ-570), and Fundamental Research Funds for the Central Universities of China, CHD (No. 300102281205). Any opinions, findings, and conclusion or recommendations expressed in this paper are those of the writers and do not necessarily reflect the views of the sponsors.

References

AISI (American Iron and Steel Institute). 2013a. Method for flexural testing of cold-formed steel hat- shaped beams. AISI S911-13. Washington, DC: AISI.
AISI (American Iron and Steel Institute). 2013b. Test standard for cantilever test method for cold-formed steel diaphragms. AISI S907. Washington, DC: AISI.
AISI (American Iron and Steel Institute). 2015. Standard for cold-formed steel framing-prescriptive method for one and two family dwellings. AISI S230-15. Washington, DC: AISI.
Alikhail, M. M., X. L. Zhao, and L. Koss. 1999. “Dynamic performance of steel lightweight floors.” In Proc., Second Int. Conf. on Advances in Steel Structures, 849–856. Amsterdam, Netherlands: Elsevier. https://doi.org/10.1016/B978-008043015-7/50099-3.
ASCE. 2007. Seismic rehabilitation of existing buildings. ASCE/SEI 41-06. Reston, VA: ASCE.
Ayhan, D., and B. W. Schafer. 2019. “Cold-formed steel ledger-framed construction floor-to-wall connection behavior and strength.” J. Constr. Steel Res. 156 (May): 215–226. https://doi.org/10.1016/j.jcsr.2019.01.021.
Baldassino, N., M. Zordan, and R. Zandonini. 2021. “Experimental study of the shear behaviour of floor diaphragms in light steel residential buildings.” Thin-Walled Struct. 167 (Oct): 108099. https://doi.org/10.1016/j.tws.2021.108099.
Chen, Y., and S. Y. Cao. 2003. “Simplified analysis on the ultimate strength of flat slabs with opening.” [In Chinese.] J. Southeast Univ. 33 (5): 613–616.
Chinese Standard. 2002. Standard for test method mechanical properties on ordinary concrete. GB/T 50081-2002. Beijing: China Architecture and Building Press.
Chinese Standard. 2010. Metallic materials—Tensile testing—Part1: Method of test at room temperature. GB/T 228.1-2010. Beijing: China Architecture and Building Press.
Chinese Standard. 2011. Technical specification for low-rise cold-formed thin wall steel buildings. JGJ 227-2011. Beijing: China Architecture and Building Press.
Chinese Standard. 2015. Specification for seismic test of buildings. JGJ/T 101-2015. Beijing: China Architecture and Building Press.
Chu, Y. P., H. J. Hou, and Y. Yao. 2020. “Experimental study on shear performance of composite cold-formed ultra-thin-walled steel shear wall.” J. Constr. Steel Res. 172 (Sep): 106188. https://doi.org/10.1016/j.jcsr.2020.106168.
Davis, B. W. 2008. Influence of construction details on vibration characteristics of cold-formed steel floor systems. Waterloo, ON, Canada: Univ. of Waterloo.
Dizdar, Ç., E. Baran, and C. Topkaya. 2019. “Strength and stiffness of floor trusses fabricated from cold-formed steel lipped channels.” Eng. Struct. 181 (Feb): 437–457. https://doi.org/10.1016/j.engstruct.2018.12.041.
Govindan, S. K., and M. Madhavan. 2019. “Experimental and analytical study of lightweight floor system built-up with cold-formed profile steel sheet and hot-rolled steel plate (CFPSS-HRSP).” Structures 22 (Dec): 291–309. https://doi.org/10.1016/j.istruc.2019.08.007.
Guan, Y. 2016. “Study on the in-plane mechanical behavior of cold-formed thin-walled steel-gypsum based self-leveling mortar composite floor.” [In Chinese.] Ph.D. dissertation, School of Civil engineering and Architecture, Chang’an Univ.
Guan, Y., K. Song, and Y. Shi. 2016. “Literature review of mechanical performance of cold-formed thin-walled steel composite floors.” [In Chinese.] Build. Struct. 46 (12): 88–96. https://doi.org/10.19701/j.jzjg.2016.12.016.
Guan, Y., X. H. Zhou, and Y. Shi. 2019. “Prediction of the in-plane mid-span displacement of cold-formed steel floor with steel form-deck and gypsum-based self-leveling underlayment.” J. Constr. Steel Res. 160 (Sep): 124–135. https://doi.org/10.1016/j.jcsr.2019.03.001.
Hosseinpour, M., M. Zeynalian, and A. Ataei. 2021a. “An experimental study on structural performance of U-shaped shear connector in composite cold-formed steel floor joists.” Eng. Struct. 249 (Dec): 113379. https://doi.org/10.1016/j.engstruct.2021.113379.
Hosseinpour, M., M. Zeynalian, and A. Ataei. 2021b. “Push-out tests on bolted shear connectors in composite cold-formed steel beams.” Thin-Walled Struct. 164 (Jul): 107831. https://doi.org/10.1016/j.tws.2021.107831.
Japan Iron and Steel Union. 2002. Thin light gauge steel building construction design manual. Tokyo: Gihodo Publishing Company.
Jiang, L. Q., and J. H. Ye. 2019. “Redundancy of a mid-rise CFS composite shear wall building based on seismic response sensitivity analysis.” Eng. Struct. 200 (Dec): 109647. https://doi.org/10.1016/j.engstruct.2019.109647.
Leal, L. A. A. S., and E. M. Batista. 2020. “Experimental investigation of composite floor system with thin-walled steel trussed beams and partially prefabricated concrete slab.” J. Constr. Steel Res. 172 (Sep): 106172. https://doi.org/10.1016/j.jcsr.2020.106172.
Li, Z., M. J. He, and Z. Ma. 2016. “In-plane behavior of timber-steel hybrid floor diaphragms: experimental testing and numerical simulation.” J. Struct. Eng. 142 (12): 04016119. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001601.
NZSEE (New Zealand Society for Earthquake Engineering). 2006. Assessment and improvement of the structural performance of buildings in earthquakes. Wellington, New Zealand: NZSEE.
Parnell, R. A. 2008. Vibration serviceability and dynamic modeling of cold-formed steel floor systems. Waterloo, ON, Canada: Univ. of Waterloo.
Parvizi, M., M. Fathi, and S. S. M. Zamani. 2022. “Experimental and numerical study of concrete frames with steel plate shear walls.” J. Constr. Steel Res. 196 (Sep): 107404. https://doi.org/10.1016/j.jcsr.2022.107404.
Peterman, D., M. J. Stehman, and R. L. Madsen. 2016. “‘Experimental seismic response of a full-scale cold-formed steel-framed building’, II: Subsystem-level response.” J. Struct. Eng. 142 (12): 04016128. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001578.
Shi, Y., X. W. Ran, and W. Xiao. 2021. “Experimental and numerical study of the seismic behavior of cold-formed steel walls with diagonal braces.” Thin-Walled Struct. 159 (Feb): 107318. https://doi.org/10.1016/j.tws.2020.107318.
Shi, Y., X. H. Zhou, and Y. Guan. 2018. “Experimental study on flexural performance of C-shaped cold-formed thin-walled steel-gypsum based self-leveling mortar composite beam.” [In Chinese.] J. Build. Struct. 39 (9): 112–119. https://doi.org/10.14006/j.jzjgxb.2018.09.013.
Shi, Y., X. H. Zhou, and K. Song. 2015. “Study on flexural stiffness of cold-formed thin-walled steel joists-OSB composite floor.” [In Chinese.] J. Archit. Civ. Eng. 32 (6): 50–57.
Smith, B. H., S. R. Arwade, and B. W. Schafer. 2016. “Design component and system reliability in a low-rise cold formed steel framed commercial building.” Eng. Struct. 127 (Nov): 434–446. https://doi.org/10.1016/j.engstruct.2016.08.049.
Tian, L. M., Y. F. Kou, and J. P. Hao. 2019. “Flexural performance of a lightweight composite floor comprising cold formed steel trusses and a composite mortar slab.” Thin-Walled Struct. 144 (Nov): 106361. https://doi.org/10.1016/j.tws.2019.106361.
Wang, J. F., W. Q. Wang, and Y. M. Xiao. 2021. “Cyclic behavior tests and evaluation of CFS truss composite floors.” J. Build. Eng. 35 (Mar): 101974. https://doi.org/10.1016/j.jobe.2020.101974.
Xu, L., Y. Shi, and X. H. Zhou. 2019. “Diaphragm performance of cold-formed steel floors with steel form-deck and gypsum-based self-leveling underlayment.” Thin-Walled Struct. 143 (Oct): 106206. https://doi.org/10.1016/j.tws.2019.106206.
Zhang, S. G., L. Xu, and J. W. Qin. 2017. “Vibration of lightweight steel floor systems with occupants: Modelling, formulation and dynamic properties.” Eng. Struct. 147 (Sep): 652–665. https://doi.org/10.1016/j.engstruct.2017.06.008.
Zhou, X. H., Y. Shi, and L. Xu. 2019. “A simplified method to evaluate the flexural capacity of lightweight cold-formed steel floor system with oriented strand board subfloor.” Thin-Walled Struct. 134 (Jan): 40–51. https://doi.org/10.1016/j.tws.2018.09.006.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 3March 2024

History

Received: May 13, 2023
Accepted: Oct 17, 2023
Published online: Dec 23, 2023
Published in print: Mar 1, 2024
Discussion open until: May 23, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Associate Professor, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China (corresponding author). Email: [email protected]
Graduate Student, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. Email: [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Ministry of Education, Chongqing 400045, China. Email: [email protected]
Lecturer, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share