Technical Papers
Jun 4, 2024

Enhancing the Collapse Resistance of a Composite Subassembly with Fully Welded Joints Using Sliding Inner Cores

Publication: Journal of Structural Engineering
Volume 150, Issue 8

Abstract

This study presents a novel approach to enhancing the progressive collapse resistance of a fully welded joint (FWJ) by introducing sliding inner cores within the joint, which is referred to as the FWJ with sliding inner cores (FWJS). Two specimens were prepared and designed with additional consideration of composite action of the slab. Quasi-static tests and refined numerical simulations were conducted to analyze the damage mode, deformation behavior, strain distribution patterns, internal forces, and resistance development in both specimens. The test results revealed that the first fracture occurred in the tensile beam flanges for both FWJ and FWJS specimens, whereas the FWJS specimen exhibited delayed crack of the tensile beam flange compared to the FWJ specimen. The FWJS specimen demonstrated better utilization of the catenary mechanism during the flexural–catenary combined stage. Additionally, in the elastic, elastic–plastic, plastic, and flexural–catenary combined stages, the addition of the sliding inner cores in the FWJS specimen significantly enhanced its resistance by 15.6%, 22.3%, 23.4%, and 70.2%, respectively. It is also revealed that the response of the sliding inner core consisted of bending, transition, and full tension stages, which was shown to effectively replace the fractured beam flange in redistributing the internal forces. Based on the analysis of the working mechanism and numerical parametric analysis, optimal values for the 10 design parameters of the FWJS are suggested, and a comprehensive design procedure for the FWJS is proposed.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The research presented in the study is supported by the National Science Foundation of China through Grant 51908449 and Shaanxi Provincial Natural Science Foundation General Project through Grant 2024JC-YBMS-249.

References

ABAQUS. 2017. Analysis user’s manual.6.17. Providence, RI: ABAQUS.
Alrubaidi, M., H. Elsanadedy, H. Abbas, T. Almusallam, and Y. Al-Salloum. 2020. “Investigation of different steel intermediate moment frame connections under column-loss scenario.” Thin-Walled Struct. 154 (Mar): 106875. https://doi.org/10.1016/j.tws.2020.106875.
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7-10. Reston, VA: ASCE.
Bai, C., L. M. Tian, Y. F. Kou, W. H. Zhong, and L. Li. 2022. “Performance analysis of steel frame joints reinforced against progressive collapse by partially-penetrated butt-welded corrugated steel plates.” J. Constr. Steel Res. 198 (Nov): 107565. https://doi.org/10.1016/j.jcsr.2022.107565.
Bao, Y., and T. Wierzbicki. 2004. “On fracture locus in the equivalent strain and stress triaxiality space.” Int. J. Mech. Sci. 46 (1): 81–98. https://doi.org/10.1016/j.ijmecsci.2004.02.006.
Bregoli, G., G. Vasdravellis, T. L. Karavasilis, and D. M. Cotsovos. 2021. “Static and dynamic tests on steel joints equipped with novel structural details for progressive collapse mitigation.” Eng. Struct. 232 (Apr): 111829. https://doi.org/10.1016/j.engstruct.2020.111829.
Chen, C. W., H. Y. Qiao, J. P. Wang, and Y. Chen. 2020a. “Progressive collapse behavior of joints in steel moment frames involving reduced beam section.” Eng. Struct. 225 (Dec): 111297. https://doi.org/10.1016/j.engstruct.2020.111297.
Chen, Y., J. S. Huo, W. S. Chen, H. Hao, and A. Y. Elghazouli. 2020b. “Experimental and numerical assessment of welded steel beam-column connections under impact loading.” J. Constr. Steel Res. 175 (Dec): 106368. https://doi.org/10.1016/j.jcsr.2020.106368.
Chinese Standard. 2010. Code for design of concrete structures. GB50010. Beijing: China Architecture & Building Press.
Chinese Standard. 2017. Standard for design of steel structures. GB50017. Beijing: China Architecture & Building Press.
Dinu, F., I. Marginean, and D. Dubina. 2017. “Experimental testing and numerical modelling of steel moment-frame connections under column loss.” Eng. Struct. 151 (Nov): 861–878. https://doi.org/10.1016/j.engstruct.2017.08.068.
DOD (Department of Defense). 2016. Design of structures to resist progressive collapse. Washington, DC: DOD.
Ellingwood Bruce, R. 2006. “Mitigating risk from abnormal loads and progressive collapse.” J. Perform. Constr. Facil. 20 (4): 315–323. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(315.
Gao, S., S. L. Wang, W. M. Su, and Z. Peng. 2018. “Simplified method for resistance of rigid composite joints under sagging moment combined with tension.” Chin. Q. Mech. 39 (1): 215–222. https://doi.org/10.15959/j.cnki.0254-0053.2018.01.022.
Gerasimidis, S., and B. Ellingwood. 2023. “Twenty years of advances in disproportionate collapse research and best practices since 9/11/2001.” J. Struct. Eng. 149 (2): 02022002. https://doi.org/10.1061/JSENDH.STENG-12056.
Guo, Z., Z. Q. Xing, H. Zhang, H. W. Zhang, L. Chen, and Y. Chen. 2022. “Anti-collapse performance assessment of steel beam-column substructures with all-welded connections after exposure to fire.” J. Constr. Steel Res. 197 (Nov): 107465. https://doi.org/10.1016/j.jcsr.2022.107465.
Izzuddin, B. A., and J. Sio. 2022. “Rational horizontal tying force method for practical robustness design of building structures.” Eng. Struct. 252 (Mar): 113676. https://doi.org/10.1016/j.engstruct.2021.113676.
Kiakojouri, F., V. De Biagi, B. Chiaia, and M. R. Sheidaii. 2020. “Progressive collapse of framed building structures: Current knowledge and future prospects.” Eng. Struct. 206 (May): 110061. https://doi.org/10.1016/j.engstruct.2019.110061.
Kong, D. Y., Y. Yang, S. Li, B. Yang, and J. Y. Richard Liew. 2022. “Experimental and analytical study on progressive collapse of 3D composite floor system under corner column loss.” J. Struct. Eng. 148 (4): 04022012. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003288.
Lew, H. S., J. A. Main, S. D. Robert, F. Sadek, and V. P. Chiarito. 2013. “Performance of steel moment connections under a column removal scenario. I: Experiments.” J. Struct. Eng. 139 (1): 98–107. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000618.
Li, H. H., and S. El-Tawil. 2014. “Three-dimensional effects and collapse resistance mechanisms in steel frame buildings.” J. Struct. Eng. 140 (8): A4014017. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000839.
Li, L., W. Wang, Y. Y. Chen, and Y. Lu. 2013. “Experimental investigation of beam-to-tubular column moment connections under column removal scenario.” J. Constr. Steel Res. 88 (Mar): 244–255. https://doi.org/10.1016/j.jcsr.2013.05.017.
Meng, B., L. D. Li, W. H. Zhong, Z. Tan, and Q. Q. Du. 2022. “Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates.” J. Constr. Steel Res. 188 (Mar): 107051. https://doi.org/10.1016/j.jcsr.2021.107051.
Meng, B., Y. P. Xiong, W. H. Zhong, S. C. Duan, and H. Li. 2023. “Progressive collapse behaviour of composite substructure with large rectangular beam-web openings.” Eng. Struct. 295 (Nov): 116861. https://doi.org/10.1016/j.engstruct.2023.116861.
Meng, B., W. H. Zhong, J. P. Hao, Z. Tan, and L. M. Wang. 2020. “Anti-progressive collapse performance analysis of composite frame with openings on beam web.” J. Constr. Steel Res. 173 (Oct): 106251. https://doi.org/10.1016/j.jcsr.2020.106251.
Qian, K., X. Lan, Z. Li, Y. Li, and F. Fu. 2020. “Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections.” J. Constr. Steel Res. 170 (Jul): 106117. https://doi.org/10.1016/j.jcsr.2020.106117.
Stylianidis, P. M., D. A. Nethercot, B. A. Izzuddin, and A. Y. Elghazouli. 2016. “Study of the mechanics of progressive collapse with simplified beam models.” Eng. Struct. 117 (Jun): 287–304. https://doi.org/10.1016/j.engstruct.2016.02.056.
USGSA (United States General Services Administration). 2016. Progressive collapse analysis and design guide lines for new federal office buildings and major modernization project. Washington, DC: USGSA.
Wei, J. P., L. M. Tian, J. P. Hao, W. Li, C. B. Zhang, and T. J. Li. 2019. “Novel principle for improving performance of steel frame structures in column-loss scenario.” J. Constr. Steel Res. 163 (Dec): 105768. https://doi.org/10.1016/j.jcsr.2019.105768.
Xiaoran, S. 2022. “Development of rotation capacity model for web cleat connections against progressive collapse: Bayesian approach.” J. Struct. Eng. 148 (5): 04022041. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003323.
Yu, M., X. X. Zha, and J. Q. Ye. 2010. “The influence of joints and composite floor slabs on effective tying of steel structures in preventing progressive collapse.” J. Constr. Steel Res. 66 (3): 442–451. https://doi.org/10.1016/j.jcsr.2009.10.008.
Zhang, J. Z., G. Q. Li, J. Jiang, and W. J. Zhang. 2019. “Collapse resistance of composite framed-structures considering effects of slab boundary restraints.” J. Constr. Steel Res. 158 (Jan): 171–181. https://doi.org/10.1016/j.jcsr.2019.03.020.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 8August 2024

History

Received: Nov 4, 2023
Accepted: Mar 7, 2024
Published online: Jun 4, 2024
Published in print: Aug 1, 2024
Discussion open until: Nov 4, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Associate Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Associate Professor, Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi’an 710055, China; Visitor Scholar, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-02-18, 1 Engineering Dr. 2, Singapore 117576 (corresponding author). Email: [email protected]
Master’s Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-07-03, 1 Engineering Dr. 2, Singapore 117576. ORCID: https://orcid.org/0000-0002-0078-9043. Email: [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-02-18, 1 Engineering Dr. 2, Singapore 117576. Email: [email protected]
De-Yang Kong [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-02-18, 1 Engineering Dr. 2, Singapore 117576. 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