Abstract

In this study, new steel material classes were added to the OpenSees 3.0.0 library to model their behavior within cold-formed profiles under high temperatures. The new material classes that were added are capable of modeling G-450 and G-550 grade galvanized steels under mechanical and thermal loads. Gypsum panel, a nonstructural material within walls, significantly contributed to the lateral resistance of cold-formed structures. For the first time, the relevant material class was added to OpenSees. First, heat transfer analysis was performed to determine the temperature distribution within different parts of the frame structure. Second, the structure was analyzed under gravity loads, followed by thermal loads. Results from the first step were applied to the structure, and a transient thermomechanical analysis was performed. The output of this analysis included the deformation and force of the members of the structure. The behavior of each new material class was compared with the experimental results to determine the accuracy of the developed OpenSees scripts. Moreover, the results related to modeling with this material class were compared with those of the material classes available in OpenSees. The results exhibited high accuracy with the new material class, and the difference in the results obtained with the current material classes in OpenSees was significant.

Get full access to this article

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

Acknowledgments

This study was supported by a National Research Foundation of Korea (NRF) grant funded by the Korean government (MSIT) (NRF-2021R1A2B5B02002599).

References

Ali, E., K. Woldeyes, and G. Urgessa. 2021a. “Fire performance of functionally-graded-material sheathed load bearing thin-walled structural framing.” Fire Saf. J. 125: 103425. https://doi.org/10.1016/j.firesaf.2021.103425.
Ali, E., K. Woldeyes, and G. Urgessa. 2021b. “Influence of non-uniform elevated temperature on the structural stability and strength of gypsum-sheathed cold-formed steel beam channel members.” J. Civ. Eng. Archit. 15 (6): 285–293.
AS (Australian Steel). 2018. Cold-formed steel structures. AS/NZS 4600. Australia/New Zealand: AS.
AS (Australian Steel). 2020. Australian steel structures. AS 4100. Australia: AS.
Balarupan, M. 2015. “Structural behaviour and design of cold-formed steel hollow section columns under simulated fire conditions.” Ph.D. thesis, School of Civil Engineering and Built Environment, Queensland Univ. of Technology.
Batista Abreu, J. C., N. Punati, K. R. Prasad, and B. W. Schafer. 2016. “Advanced modeling of cold-formed steel walls under fire.” In Proc., Int. Specialty Conf., on Cold-Formed Steel Structures. Rolla, Missouri: Missouri University of Science and Technology.
BS (British Standard). 2003. Structural use of steelwork in building. BS 5950-8. London: BS.
CEN (European Committee for Standardization). 2005. Design of steel structures—Part 1-2: General rules—Structural fire design. Eurocode 3. Brussels, Belgium: CEN.
Chaboki, M., M. Heshmati, and A. A. Aghakouchak. 2021. “Investigating the behaviour of steel framed-tube and moment-resisting frame systems exposed to fire.” Structures 33: 1802–1818. https://doi.org/10.1016/j.istruc.2021.05.053.
Chen, J., and B. Young. 2007. “Experimental investigation of cold-formed steel material at elevated temperatures.” Thin-Walled Struct. 45 (1): 96–110. https://doi.org/10.1016/j.tws.2006.11.003.
Chen, W., J. Ye, Y. Bai, and X.-L. Zhao. 2014. “Thermal and mechanical modeling of load-bearing cold-formed steel wall systems in fire.” J. Struct. Eng. 140 (8): A4013002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000862.
Coar, M., A. Sarreshtehdari, M. Garlock, and N. Elhami Khorasani. 2021. “Methodology and challenges of fire following earthquake analysis: An urban community study considering water and transportation networks.” Nat. Hazard. 109 (1): 1–31. https://doi.org/10.1007/s11069-021-04795-6.
Cooper, L. Y. 1997. The thermal response of gypsum-panel/steel stud wall systems exposed to fire environments—A simulation for the use in zone-type fire models. NIST Rep. NISTIR6027, Building and Fire Research Laboratory. Gaithersburg: NIST.
Cramer, S. M., O. M. Friday, R. H. White, and G. Sriprutkiat. 2003. “Mechanical properties of gypsum board at elevated temperatures.” In Proc., Fire and Materials 2003 Conf. London: lnterscience Communications Limited.
Daware, A., and M. Z. Naser. 2021. “Fire performance of masonry under various testing methods.” Constr. Build. Mater. 289: 123183. https://doi.org/10.1016/j.conbuildmat.2021.123183.
Dodangoda, M. T., M. Mahendran, P. Keerthan, and R. L. Frost. 2019. “Developing a performance factor for fire rated boards used in LSF wall systems.” Fire Saf. J. 109: 102872. https://doi.org/10.1016/j.firesaf.2019.102872.
Farshadmanesh, P., and J. Mohammadi. 2019. “A probabilistic methodology for assessing post-earthquake fire ignition vulnerability in residential buildings.” Fire Technol. 55 (4): 1295–1318. https://doi.org/10.1007/s10694-018-0811-2.
Fischer, E. C., R. Chicchi, and L. Choe. 2021. “Review of research on the fire behavior of simple shear connections.” Fire Technol. 57: 1519–1540. https://doi.org/10.1007/s10694-021-01105-1.
Gencel, O., S. M. S. Kazmi, M. J. Munir, G. Kaplan, O. Y. Bayraktar, D. O. Yarar, A. Karimipour, and M. R. Ahmad. 2021. “Influence of bottom ash and polypropylene fibers on the physico-mechanical, durability and thermal performance of foam concrete: An experimental investigation.” Constr. Build. Mater. 306: 124887. https://doi.org/10.1016/j.conbuildmat.2021.124887.
Gernay, T., N. E. Khorasani, and M. Garlock. 2019. “Fire fragility functions for steel frame buildings: Sensitivity analysis and reliability framework.” Fire Technol. 55 (4): 1175–1210. https://doi.org/10.1007/s10694-018-0764-5.
Gunalan, S., P. Kolarkar, and M. Mahendran. 2013. “Experimental study of load bearing cold-formed steel wall systems under fire conditions.” Thin-Walled Struct. 65: 72–92. https://doi.org/10.1016/j.tws.2013.01.005.
Heva, Y. B. 2009. “Behaviour and design of cold-formed steel compression members at elevated temperatures.” Ph.D. thesis, School of Civil Engineering and Built Environment, Queensland Univ. of Technology, 98–124.
Hoehler, M. S., B. Andres, and M. F. Bundy. 2020. “Lateral resistance reduction to cold-formed steel-framed shear walls under various fire scenarios.” J. Struct. Eng. 146 (5): 04020066.
Hu, J. W., R. Chicchi, I. Mansouri, S. J. Mortazavi, and J. J. Kim. 2019. “Thermal performance of steel eccentrically braced frames subjected to fire conditions.” In Proc., 10th Int. Symp. on Steel Structures. Seoul, Korea: Korean Society of Steel Construction.
Hutchinson, T. C., X. Wang, G. Hegemier, P. Kamath, and B. Meacham. 2021. “Earthquake and postearthquake fire testing of a midrise cold-formed steel-framed building. I: Building response and physical damage.” J. Struct. Eng. 147 (9): 04021125. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003097.
Imran, M., M. Mahendran, and P. Keerthan. 2018. “Mechanical properties of cold-formed steel tubular sections at elevated temperatures.” J. Constr. Steel Res. 143: 131–147. https://doi.org/10.1016/j.jcsr.2017.12.003.
Innella, F., F. J. Luo, and Y. Bai. 2018. “Capacity of screw connections between plasterboard panels and cold-formed steel for modular buildings.” J. Archit. Eng. 24 (4): 04018031. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000338.
Kankanamge, N. D., and M. Mahendran. 2011a. “Mechanical properties of cold-formed steels at elevated temperatures.” Thin-Walled Struct. 49 (1): 26–44. https://doi.org/10.1016/j.tws.2010.08.004.
Kankanamge, N. D., and M. Mahendran. 2011b. “Mechanical properties of cold-formed steels at elevated temperatures.” Thin-Walled Struct. 49 (1): 26–44. https://doi.org/10.1016/j.tws.2010.08.004.
Keerthan, P., and M. Mahendran. 2012. “Numerical studies of gypsum plasterboard panels under standard fire conditions.” Fire Saf. J. 53: 105–119. https://doi.org/10.1016/j.firesaf.2012.06.007.
Keerthan, P., and M. Mahendran. 2013. “Thermal performance of composite panels under fire conditions using numerical studies: Plasterboards, rockwool, glass fibre and cellulose insulations.” Fire Technol. 49 (2): 329–356. https://doi.org/10.1007/s10694-012-0269-6.
Kesawan, S., V. Jatheeshan, and M. Mahendran. 2015. “Elevated temperature mechanical properties of hollow flange channel sections.” Constr. Build. Mater. 87: 86–99. https://doi.org/10.1016/j.conbuildmat.2015.03.107.
Krishna, A., and S. R. M. Kaliyaperumal. 2021. “Effect of elevated temperature on strength and ductility of axially loaded hybrid fiber reinforced concrete columns.” Structures 34: 3548–3556. https://doi.org/10.1016/j.istruc.2021.09.099.
Kyprianou, C., P. Kyvelou, L. Gardner, and D. A. Nethercot. 2018. “Numerical study of sheathed cold-formed steel columns.” In Proc., 9th Int. Conf. on Advances in Steel Structures. Hong Kong, China: The Hong Kong Institute of Steel Construction.
Laboube, R. A., and P. F. Findlay. 2007. “Wall stud-to-track gap: Experimental investigation.” J. Archit. Eng. 13 (2): 105–110. https://doi.org/10.1061/(ASCE)1076-0431(2007)13:2(105).
Li, H. T., and B. Young. 2017. “Material properties of cold-formed high strength steel at elevated temperatures.” Thin-Walled Struct. 115: 289–299. https://doi.org/10.1016/j.tws.2017.02.019.
Moradi, M. J., K. Daneshvar, D. Ghazi-nader, and H. Hajiloo. 2021. “The prediction of fire performance of concrete-filled steel tubes (CFST) using artificial neural network.” Thin-Walled Struct. 161: 107499. https://doi.org/10.1016/j.tws.2021.107499.
Mortazavi, S. J., I. Mansouri, P. O. Awoyera, and J. W. Hu. 2022. “Comparison of thermal performance of steel moment and eccentrically braced frames.” J. Build. Eng. 49: 104052. https://doi.org/10.1016/j.jobe.2022.104052.
Mortazavi, S. J., I. Mansouri, P. O. Awoyera, and M. Z. Naser. 2020. “Implementation of new elements and material models in OpenSees software to account for post-earthquake fire damage.” Structures 27: 1777–1785. https://doi.org/10.1016/j.istruc.2020.08.021.
Naser, M. Z. 2018. “Deriving temperature-dependent material models for structural steel through artificial intelligence.” Constr. Build. Mater. 191: 56–68. https://doi.org/10.1016/j.conbuildmat.2018.09.186.
Naser, M. Z. 2019. “Properties and material models for common construction materials at elevated temperatures.” Constr. Build. Mater. 215: 192–206. https://doi.org/10.1016/j.conbuildmat.2019.04.182.
Ni, S., X. Yan, M. S. Hoehler, and T. Gernay. 2022. “Numerical modeling of the post-fire performance of strap-braced cold-formed steel shear walls.” Thin-Walled Struct. 171: 108733. https://doi.org/10.1016/j.tws.2021.108733.
Nie, Z., Y. Li, and Y. Wang. 2020. “Mechanical properties of steels for cold-formed steel structures at elevated temperatures.” Adv. Civ. Eng. 2020: 1–18. https://doi.org/10.1155/2020/9627357.
Pieper, L., and M. Mahendran. 2021. “Mechanical properties of cold-formed steel cladding profiles at elevated temperatures.” Thin-Walled Struct. 164: 107773. https://doi.org/10.1016/j.tws.2021.107773.
Qureshi, R., S. Ni, N. Elhami Khorasani, R. van Coile, D. Hopkin, and T. Gernay. 2020. “Probabilistic models for temperature-dependent strength of steel and concrete.” J. Struct. Eng. 146 (6): 04020102. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002621.
Ranawaka, T., and M. Mahendran. 2009. “Experimental study of the mechanical properties of light gauge cold-formed steels at elevated temperatures.” Fire Saf. J. 44 (2): 219–229. https://doi.org/10.1016/j.firesaf.2008.06.006.
Rogers, C. A., D. Yang, and G. J. Hancock. 2003. “Stability and ductility of thin high strength G550 steel members and connections.” Thin-Walled Struct. 41 (2–3): 149–166. https://doi.org/10.1016/S0263-8231(02)00084-8.
Rokilan, M., and M. Mahendran. 2020. “Elevated temperature mechanical properties of cold-rolled steel sheets and cold-formed steel sections.” J. Constr. Steel Res. 167: 105851. https://doi.org/10.1016/j.jcsr.2019.105851.
Schafer, B. W. 2011. “Cold-formed steel structures around the world.” Steel Constr. 4 (3): 141–149. https://doi.org/10.1002/stco.201110019.
Shahbazian, A., and Y. C. Wang. 2014. “A fire resistance design method for thin-walled steel studs in wall panel constructions exposed to parametric fires.” Thin-Walled Struct. 77: 67–76. https://doi.org/10.1016/j.tws.2013.12.001.
Sivapathasundaram, M., and M. Mahendran. 2018. “Development of suitable strengthening methods for thin steel roof battens subject to pull-through failures.” J. Archit. Eng. 24 (2): 04018004. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000302.
Sputo, T., and K. Beery. 2008. “Bracing demand in axially loaded cold-formed steel stud walls.” J. Archit. Eng. 14 (3): 85–89. https://doi.org/10.1061/(ASCE)1076-0431(2008)14:3(85).
Tao, Y., M. Mahendran, and A. Ariyanayagam. 2021a. “Fire tests of cold-formed steel walls made of hollow section studs.” J. Constr. Steel Res. 178: 106495. https://doi.org/10.1016/j.jcsr.2020.106495.
Tao, Y., M. Mahendran, and A. Ariyanayagam. 2021b. “Numerical study of LSF walls made of cold-formed steel hollow section studs in fire.” Thin-Walled Struct. 167: 108181. https://doi.org/10.1016/j.tws.2021.108181.
Thomas, G. 2010. “Modelling thermal performance of gypsum plasterboard-lined light timber frame walls using SAFIR and TASEF.” Fire Mater. 34 (8): 385–406. https://doi.org/10.1002/fam.1026.
Wang, X., and T. C. Hutchinson. 2021. “Earthquake and postearthquake fire testing of a midrise cold-formed steel-framed building. II: Shear wall behavior and design implications.” J. Struct. Eng. 147 (9): 04021126. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003098.
Wenwen, C., and Y. Jihong. 2021. “The most adverse fire scenario research of steel frame structure fire-resistant design based on structural vulnerability analysis.” Structures 34: 2861–2875. https://doi.org/10.1016/j.istruc.2021.09.032.
Xing, Z., Y. Wang, J. Zhang, and H. Ma. 2021. “Comparative study on fire resistance and zero strength layer thickness of CLT floor under natural fire and standard fire.” Constr. Build. Mater. 302: 124368. https://doi.org/10.1016/j.conbuildmat.2021.124368.
Ye, J., W. Chen, and Z. Wang. 2017. “Fire-resistance behavior of a newly developed cold-formed steel composite floor.” J. Struct. Eng. 143 (6): 04017018. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001744.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 29Issue 2June 2023

History

Received: May 5, 2022
Accepted: Nov 9, 2022
Published online: Jan 20, 2023
Published in print: Jun 1, 2023
Discussion open until: Jun 20, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Iman Mansouri, Ph.D., M.ASCE [email protected]
Dept. of Civil and Environmental Engineering, Princeton Univ., Princeton, NJ 08544. Email: [email protected]
Dept. of Civil and Environmental Engineering, Incheon National Univ., Incheon 22012, South Korea. ORCID: https://orcid.org/0000-0003-1498-7451. Email: [email protected]
Maeve Manfredi [email protected]
Dept. of Structural Engineering, Desimone Consulting Engineering Company, New York City, NY 10005. Email: [email protected]
Paul O. Awoyera, Ph.D. [email protected]
Dept. of Civil Engineering, Covenant Univ., Ota 112104, Nigeria. Email: [email protected]
Dept. of Computer and Technology, Birjand Univ. of Medical Sciences, Birjand 9717853577, Iran. ORCID: https://orcid.org/0000-0003-2045-1960. Email: [email protected]
Dept. of Civil and Environmental Engineering, Sharif Univ. of Technology, Tehran 111559161, Iran. Email: [email protected]
Dept. of Civil and Environmental Engineering, Incheon National Univ., Incheon 22012, South Korea; Incheon Disaster Prevention Research Center, Incheon National Univ., Incheon 22012, South Korea (corresponding author). ORCID: https://orcid.org/0000-0001-6081-4469. 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.

Cited by

  • Behavior of geomaterial composite using sugar cane bagasse ash under compressive and flexural loading, Frontiers in Materials, 10.3389/fmats.2023.1108717, 10, (2023).

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