nach oben

International Journal of Steel Structures

Erschienen in:

06.03.2023

Axial-Shear-Flexural Interaction Behavior of a Double-Span Steel Beam Under a Column-Loss State Using the Pushdown Method

verfasst von: Nur Ezzaryn Asnawi Subki, Hazrina Mansor, Yazmin Sahol Hamid, Gerard A. R. Parke

Erschienen in: International Journal of Steel Structures | Ausgabe 3/2023

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

The axial-shear-flexural interaction behavior of a double-span steel beam in a column-loss state is a complex phenomenon that demands more explanation. Nowadays, it is common practice to study the column loss scenario of a double-span steel beam using the pushdown method. Generally, two pushdown methods are commonly used: the Monotonic Pushdown Force (MPF) and the Distributed Pushdown Force (DPF) methods. Many current researchers adopted the MPF approach due to its practical and straightforward instrumentation for experimental testing compared to the DPF approach. However, the DPF approach would better approximate the actual collapse behavior of the structure in a column-loss event since it resembles the proper form of gravity loads. This paper aimed to demonstrate how these two approaches result in significantly different behavior in double-span steel beam collapse, particularly on the axial-shear-flexural interaction behavior. A finite element analysis using ABAQUS software was undertaken on a validated double-span steel beam model. In the MPF approach, the results have highlighted the importance of the tensile catenary action in the overall structural resistance of the double-span beam against collapse. The tensile catenary action dominated the load-resisting mechanism of the double-span beam at a large deformation state and interrupted the flexural resistance development. The stretching effect induced by the tensile catenary action has avoided the inelastic local buckling and allowed for greater rotation capacity on the beam assembly. However, under the DPF approach, the double-span beam has limited tensile catenary action build-up with high shear force development after the plastic hinge formation. The significant effects of the high shear force development on the double-span beam behavior were highlighted in this study.

Vorheriger Artikel Effect of Supersonic Shock Wave Loading on Thin Metallic Sheets: Experimental and Numerical Studies

Nächster Artikel Structural Design for Roll-Formed Aluminium Alloy Perforated Channels Subjected to Interior-Two-Flange Web Crippling: Experimental Tests, Numerical Simulation, and Neural Network

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

For a structural frame, a damaged structure refers to a structural system with a notionally-removed column, whereby a local failure was assumed to take place without considering the initiating event.

ABAQUS. (2014a). ABAQUS Theory Guide. (Dassault Systèmes) Retrieved November 25, 2021, from http://130.149.89.49:2080/v6.14/books/stm/default.htm

ABAQUS. (2014b). Abaqus/CAE user’s guide. (Dassault Systèmes) Retrieved November 6, 2017, from http://abaqus.software.polimi.it/v6.14/books/usi/default.htm

ABAQUS. (2014c). Getting Started with ABAQUS: Interactive Edition. (Dassault Systèmes) Retrieved September 20, 2017, from http://abaqus.software.polimi.it/v6.14/books/gsa/default.htm

ABAQUS Version 16.4. (2014d). Dassault Systèmes Simulia Corp.

Afshan, S., & Gardner, L. (2013). The continuous strength method for structural stainless steel design. Thin-Walled Structures, 68, 42–49. https://doi.org/10.1016/j.tws.2013.02.011CrossRef

Alrubaidi, M., Elsanadedy, H., Abbas, H., Almusallam, T., & Al-Salloum, Y. (2020). Investigation of different steel intermediate moment frame connections under column-loss scenario. Thin-Walled Structures, 154, 106875. https://doi.org/10.1016/j.tws.2020.106875CrossRef

Andalib, Z., Kafi, M. A., Kheyroddin, A., & Bazzaz, M. (2014). Experimental investigation of the ductility and performance of steel rings. Journal of Constructional Steel Research, 103, 77–88. https://doi.org/10.1016/j.jcsr.2014.07.016CrossRef

Assessment of progressive collapse residual capacity using pushdown analysis. In Structures congress 2008.https://doi.org/10.1061/41016(314)94

Baker, J., Horne, M. R., & Heyman, J. (1956). The steel skeleton: Plastic behaviour and design (Vol. 2). Cambridge University Press.

British Standard Institution. (2004a). Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. EN1998-1. British Standard Institution.

British Standard Institution. (2004b). Hot rolled products of structural steels—Part 2: Technical delivery conditions for non-alloy structural steels. EN10025-2. British Standard Institution.

British Standard Institution. (2005). Eurocode 3: Design of steel structures - Part 1–1: General rules and rules for buildings. EN 1993-1-1. British Standard Institution.

Chen, C., Qiao, H., Wang, J., & Chen, Y. (2020). Progressive collapse behavior of joints in steel moment frames involving reduced beam section. Engineering Structures, 225, 111297. https://doi.org/10.1016/j.engstruct.2020.111297CrossRef

Daneshvar, H., & Driver, R. G. (2018). Performance evaluation of WT connections in progressive collapse. Engineering Structures, 167, 376–392. https://doi.org/10.1016/j.engstruct.2018.04.043CrossRef

Department of Defense (DoD). (2016). Unified facilities criteria: Design of buildings to resist progressive collapse. UFC 4-023-03. Department of Defense.

Dinu, F., Marginean, I., & Dubina, D. (2017). Experimental testing and numerical modelling of steel moment-frame connections under column loss. Engineering Structures, 151, 861–878. https://doi.org/10.1016/j.engstruct.2017.08.068CrossRef

Dinu, F., Marginean, I., Dubina, D., & Petran, I. (2016). Experimental testing and numerical analysis of 3D steel frame system under column loss. Engineering Structures, 113, 59–70. https://doi.org/10.1016/j.engstruct.2016.01.022CrossRef

Elsanadedy, H., Alrubaidi, M., Abbas, H., Almusallam, T., & Al-Salloum, F. (2021). Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections. Journal of Constructional Steel Research, 179, 106533. https://doi.org/10.1016/j.jcsr.2021.106533CrossRef

Feng, F. (2009). Progressive collapse analysis of high-rise building with 3-D finite element modeling method. Journal of Constructional Steel Research, 65(6), 1269–1278. https://doi.org/10.1016/j.jcsr.2009.02.001CrossRef

Ferraioli, M. (2019). A modal pushdown procedure for progressive collapse analysis of steel frame structures. Journal of Constructional Steel Research, 156, 227–241. https://doi.org/10.1016/j.jcsr.2019.02.003CrossRef

Fu, Q. N., Tan, K. H., Zhou, X. H., & Yang, B. (2017). Load-resisting mechanisms of 3D composite floor systems under internal column-removal scenario. Engineering Structures, 148, 357–372. https://doi.org/10.1016/j.engstruct.2017.06.070CrossRef

Galal, M. A., Bandyopadhyay, M., & Banik, A. K. (2019). Dual effect of axial tension force developed in catenary action during progressive collapse of 3D composite semi-rigid jointed frames. Structures, 19, 507–519. https://doi.org/10.1016/j.istruc.2019.02.006CrossRef

Gardner, L. (2008). The continuous strength method. Proceedings of the Institution of Civil Engineers—Structures and Buildings, 6(SB3), 127–133. https://doi.org/10.1680/stbu.2008.161.3.127CrossRef

Gardner, L., Wang, F., & Liew, A. (2011). Influence of strain hardening on the behaviour and design of steel structures. International Journal of Structural Stability and Dynamics, 11(5), 855–875. https://doi.org/10.1142/S0219455411004373CrossRef

General Services Administration (GSA). (2016). Alternate path analysis and design guidelines for progressive collapse resistance. General Services Administration.

Holzer, S. M., Melosh, R. J., Barker, R. M., & Somers, A. E. (1975). Singer: A computer code for general analysis of two-dimensional concrete structures. National Technical Information Service (NTIS).

Izzuddin, B. A., Vlassis, A. G., Elghazouli, A. Y., & Nethercot, D. A. (2007). Progressive collapse of multi-storey buildings due to sudden column loss—Part I: Simplified assessment framework. Engineering Structures, 30(5), 1308–1318. https://doi.org/10.1016/j.engstruct.2007.07.011CrossRef

Khandelwal, K., & El-Tawil, S. (2011). Pushdown resistance as a measure of robustness in progressive collapse analysis. Engineering Structures, 33(9), 2653–2661. https://doi.org/10.1016/j.engstruct.2011.05.013CrossRef

Kim, T., Kim, J., & Park, J. (2009). Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis. Journal of Performance of Constructed Facilities, 23(5), 327–335. https://doi.org/10.1061/(ASCE)0887-3828(2009)23:5(327)CrossRef

Kong, D. Y., Ren, L. M., Yang, Y., Li, S., Yang, B., & Liew, J. R. (2021). Vertical progressive collapse of composite floor systems under a side column removal scenario: Experimental and numerical investigations. Journal of Structural Engineering, 147(11), 04021192. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003174CrossRef

Kong, D. Y., Yang, Y., Yang, B., & Zhou, X. H. (2020). Experimental study on progressive collapse of 3D steel frames under concentrated and uniformly distributed loading conditions. Journal of Structural Engineering, 146(4), 04020017. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002537CrossRef

Lee, C. H., Kim, S., Han, K. H., & Lee, K. (2009). Simplified nonlinear progressive collapse analysis of welded steel moment frames. Journal of Constructional Steel Research, 65(5), 1130–1137. https://doi.org/10.1016/j.jcsr.2008.10.008CrossRef

Lew, H. S., Main, J. A., Robert, S. D., Sadek, F., & Chiarito, V. P. (2013). Performance of steel moment connections under a column removal scenario. I: Experiments. Journal of Structural Engineering, 139(1), 98–107. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000618CrossRef

Li, G. Q., Li, L. L., Jiang, B., & Lu, Y. (2018). Experimental study on progressive collapse resistance of steel frames under a sudden column removal scenario. Journal of Constructional Steel Research, 147, 1–15. https://doi.org/10.1016/j.jcsr.2018.03.023CrossRef

Li, H., Cai, X., Zhang, L., Zhang, B., & Wang, W. (2017). Progressive collapse of steel moment-resisting frame subjected to loss of interior column: Experimental tests. Engineering Structures, 150, 203–220. https://doi.org/10.1016/j.engstruct.2017.07.051CrossRef

Lin, S., Qiao, H., Wang, J., Shi, J., & Chen, Y. (2021). Anti-collapse performance of steel frames with RWS connections under a column removal scenario. Engineering Structures, 227, 111495. https://doi.org/10.1016/j.engstruct.2020.111495CrossRef

Liu, C., Fung, T. C., & Tan, K. H. (2015). Dynamic performance of flush end-plate beam-column connections and design applications in progressive collapse. Journal of Structural Engineering. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001329CrossRef

Liu, C., Tan, K. H., & Fung, T. C. (2013). Dynamic behaviour of web cleat connections subjected to sudden column removal scenario. Journal of Constructional Steel Research, 86, 92–106. https://doi.org/10.1016/j.jcsr.2013.03.020CrossRef

Liu, M. (2013). A new dynamic increase factor for nonlinear static alternate path analysis of building frames against progressive collapse. Engineering Structures, 48, 666–673. https://doi.org/10.1016/j.engstruct.2012.12.011CrossRef

Marjanishvili, S., & Agnew, E. (2006). Comparison of various procedures for progressive collapse analysis. Journal of Performance of Constructed Facilities, 20(4), 365–374. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(365)CrossRef

Mashhadi, J., & Saffari, H. (2017). Modification of dynamic increase factor to assess progressive collapse potential of structures. Journal of Constructional Steel Research, 138, 72–78. https://doi.org/10.1016/j.jcsr.2017.06.038CrossRef

Meng, B., Zhong, W., & Hao, J. (2018). Anti-collapse performances of steel beam-to-column assemblies with different span ratios. Journal of Constructional Steel Research, 140, 125–138. https://doi.org/10.1016/j.jcsr.2017.10.014CrossRef

Neal, B. G. (1963). The plastic methods of structural analysis. Wiley.

Qiao, H., Chen, Y., Wang, J., & Chen, C. (2020). Experimental study on beam-to-column connections with reduced beam section against progressive collapse. Journal of Constructional Steel Research, 175, 106358. https://doi.org/10.1016/j.jcsr.2020.106358CrossRef

Ren, L. M., Yang, B., Chen, K., Sun, Y. J., & Kong, D. Y. (2020). Progressive collapse of 3D composite floor systems with rigid connections under external column removal scenarios. Journal of Structural Engineering, 146(11), 04020244. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002805CrossRef

Sadowski, A. J., Rotter, J. M., Reinke, T., & Ummenhofer, T. (2015). Statistical analysis of the material properties of selected structural carbon steels. Structural Safety, 53, 26–35. https://doi.org/10.1016/j.strusafe.2014.12.002CrossRef

Shabani, M. J., Moghadam, A. S., Aziminejad, A., & Razzaghi, A. (2021). W-section steel columns energy criteria considering beams for progressive collapse analysis. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2020.106479CrossRef

Shabani, M. J., Moghadam, A. S., Aziminejad, A., & Seyed Razzaghi, M. (2021). Energy-based criteria for assessment of box-section steel columns against progressive collapse. Structures. https://doi.org/10.1016/j.istruc.2021.09.035CrossRef

Subki, N. A., Mansor, H., Hamid, Y. S., & Parke, G. A. (2019). Progressive collapse assessment: A review of the current energy-based alternate load path (ALP) method. International Conference on Sustainable Civil Engineering Structures and Construction Materials (vol. 258, p. 02012). EDP Sciences. https://doi.org/10.1051/matecconf/201925802012

Subki, N. A., Mansor, H., Hamid, Y., & Parke, G. A. (2022). Finite element dynamic analysis of double-span steel beam under an instantaneous loss of support. In 5th International Conference on Sustainable Civil Engineering Structures and Construction Materials (SCESCM), (pp. 593–610). https://doi.org/10.1007/978-981-16-7924-7_39

Subki, N. A., Mansor, H., Hamid, Y. S., & Parke, G. A. (2021). The development of a moment-rotation model for progressive collapse analysis under the influence of tensile catenary action. Journal of Constructional Steel Research, 187, 106960. https://doi.org/10.1016/j.jcsr.2021.106960CrossRef

Wang, J., & Wang, W. (2021). Theoretical evaluation method for the progressive collapse resistance of steel frame buildings. Journal of Constructional Steel Research, 179, 106576. https://doi.org/10.1016/j.jcsr.2021.106576CrossRef

Wang, W., Fang, C., Qin, X., Chen, Y., & Li, L. (2016). Performance of practical beam-to-SHS column connections against progressive collapse. Engineering Structures, 106, 332–347. https://doi.org/10.1016/j.engstruct.2015.10.040CrossRef

Wang, W., Wang, J., Sun, X., & Bao, Y. (2017). Slab effect of composite subassemblies under a column removal scenario. Journal of Constructional Steel Research, 129, 141–155. https://doi.org/10.1016/j.jcsr.2016.11.008CrossRef

Xie, F., Gu, B., & Qian, H. (2020). Experimental study on the dynamic behavior of steel frames during progressive collapse. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2020.106459CrossRef

Xu, G., & Ellingwood, B. R. (2011). An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential. Journal of Constructional Steel Research, 67(3), 547–555. https://doi.org/10.1016/j.jcsr.2010.09.001CrossRef

Yang, B., Chen, K., Wang, D., & Elchalakani, M. (2022). Experimental study on composite beam with various connections under midspan impact scenarios. Journal of Structural Engineering, 148(10), 04022158. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003470CrossRef

Yang, B., & Tan, K. H. (2013). Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario. Engineering Structures, 54, 112–130. https://doi.org/10.1016/j.engstruct.2013.03.037CrossRef

Yang, B., Tan, K. H., Xiong, G., & Nie, S. D. (2016). Experimental study about composite frames under an internal column-removal scenario. Journal of Constructional Steel Research, 121, 341–351. https://doi.org/10.1016/j.jcsr.2016.03.001CrossRef

Yun, X., & Gardner, L. (2017). Stress-strain curves for hot-rolled steels. Journal of Constructional Steel Research, 133, 36–46. https://doi.org/10.1016/j.jcsr.2017.01.024CrossRef

Yun, X., Gardner, L., & Boissonnade, N. (2018). The continuous strength method for the design of hot-rolled steel cross-sections. Engineering Structures, 157, 179–191. https://doi.org/10.1016/j.engstruct.2017.12.009CrossRef

Zhang, J. Z., Li, G. Q., & Jiang, J. (2020). Collapse of steel-concrete composite frame under edge-column loss—Experiment and its analysis. Engineering Structures, 209, 109951. https://doi.org/10.1016/j.engstruct.2019.109951CrossRef

Zhong, W., Meng, B., & Hao, J. (2017). Performance of different stiffness connections against progressive collapse. Journal of Constructional Steel Research, 135, 162–175. https://doi.org/10.1016/j.jcsr.2017.04.021CrossRef

Zhu, Y., Chen, C., Yao, Y., Keer, L., & Huang, Y. (2018). Dynamic increase factor for progressive collapse analysis of semi-rigid steel frames. Steel and Composite Structures, 28, 209–221. https://doi.org/10.12989/scs.2018.28.2.209CrossRef

Titel: Axial-Shear-Flexural Interaction Behavior of a Double-Span Steel Beam Under a Column-Loss State Using the Pushdown Method
verfasst von: Nur Ezzaryn Asnawi Subki
Hazrina Mansor
Yazmin Sahol Hamid
Gerard A. R. Parke
Publikationsdatum: 06.03.2023
Verlag: Korean Society of Steel Construction
Erschienen in: International Journal of Steel Structures / Ausgabe 3/2023
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-023-00721-7

Premium Partner

Marktübersichten

Die im Laufe eines Jahres in der „adhäsion“ veröffentlichten Marktübersichten helfen Anwendern verschiedenster Branchen, sich einen gezielten Überblick über Lieferantenangebote zu verschaffen.

Zur Marktübersicht

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 3/2023

Effect of Global Geometric Imperfections on the Cyclic Response of Moment Resisting Frame Columns

Experimental Study on the Ultralow Cycle Fatigue Performance of Bolted Spherical Joint Specimens

Development and Verification of Fatigue Testing Device for Rail Fastening Clamps

A Mathematical Algorithm for Predicting the Crack in the Junction of a Steel Truss Bridge Using Acoustic Emission Testing

Approximate Methods to Estimate Residual Drift Demands in Steel Structures with Viscous Dampers Designed by the DDBD Approach

Optimum Values of Mechanical Properties for Lead Core Rubber Bearing (LCRB) Under Variable Pulse-Like Ground Motions

Premium Partner

Marktübersichten