Stability Consideration in Design of Steel Structures: A Review

Authors

DOI:

https://doi.org/10.56748/ejse.234142

Keywords:

steel, stability, beam, frame, H-section

Abstract

The adoption of steel in the construction industry will consistently grow due to rapid urbanisation and the demand of more structures and infrastructures. The main reasons of steel adaptation in construction industry are due to steel attributes that are flexible, sustainable, cost effective and a versatile material. The significant characteristics of steel provide the suitability for the construction of structures such as tall buildings and bridges all around the world. Along with the constant development of technology, the steel industry also aims to increase the sustainability of steel structure construction through constructing low carbon neutral and energy efficient building with steels. Moreover, steels are also considered as one of the most recycled materials in the world which allows the enhancement of the overall environmental performance of a structure’s life cycle. With the increasing utilisation of steel in the design of structures, the stability consideration of the steel structures has become the most crucial concern during the structural designing phase. Stability of structures is vital for every building as the structure instability may lead to catastrophe such as structural collapse that may threatens the safety of occupants inside the building as well as the well -being of the community around the area.

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References

World Steel Association, “2020 World Steel in Figures,” 2020 World steel Fig., no. 30 April, 2020, [Online]. Available: http://www.worldsteel.org/wsif.php.

P. V. Nidheesh and M. S. Kumar, “An overview of environ-mental sustainability in cement and steel production,” J. Clean. Prod., vol. 231, pp. 856–871, 2019, doi: 10.1016/j.jclepro.2019.05.251. DOI: https://doi.org/10.1016/j.jclepro.2019.05.251

G. Arioli and F. Gazzola, “Torsional instability in suspension bridges: The Tacoma Narrows Bridge case,” Commun. Nonlinear Sci. Numer. Simul., vol. 42, pp. 342–357, 2017, doi: 10.1016/j.cnsns.2016.05.028. DOI: https://doi.org/10.1016/j.cnsns.2016.05.028

G. Alpsten, “Causes of structural failures with steel struc-tures,” IABSE Work. 2017 Ignorance, Uncertain. Hum. Errors Struct. Eng., pp. 100–108, 2017. DOI: https://doi.org/10.2749/helsinki.2017.100

M. A. Bravo-Haro, M. Liapopoulou, and A. Y. Elghazouli, Seismic collapse capacity assessment of SDOF systems incorporating duration and instability effects, vol. 18, no. 7. Springer Netherlands, 2020. DOI: https://doi.org/10.1007/s10518-020-00829-9

L. Xu, T. Ma, and Y. Zhuang, “Storey-based stability of un-braced structural steel frames subjected to variable fire loading,” J. Constr. Steel Res., vol. 147, pp. 145–153, 2018, doi: 10.1016/j.jcsr.2018.04.003. DOI: https://doi.org/10.1016/j.jcsr.2018.04.003

J. P. W.E. Ayrton, “On struts, Engineer 62 (1886) 464–465.”

L. Gardner and D. Nethercot, “Designers’ Guide to EN 1993-1-1 Eurocode 3: Design of Steel Structures: General Rules and Rules for Buildings,” 2005.

N. Boissonnade, J. –P. Jaspart, and J. Muzeau, “New interac-tion formulae for beam-columns in Eurocode 3: The French– Belgian approach,” J. Constr. Steel Res., vol. 60, pp. 421-431, 2004, doi:10.1016/S0143-974X(03)00121-4. DOI: https://doi.org/10.1016/S0143-974X(03)00121-4

R. Greiner, J. L.-J. of C. S. Research, and undefined 2006, “Interaction formulae for members subjected to bending and axial compression in EUROCODE 3—the Method 2 approach,” Elsevier. DOI: https://doi.org/10.1016/j.jcsr.2005.11.018

W. Chen and T. Atsuta, Theory of beam-columns, volume 2: space behavior and design. 2007.

N. Trahair, M. Bradford, D. Nethercot, and L. Gardner, The behaviour and design of steel structures to EC3. 2017.

R. Ziemian, Guide to stability design criteria for metal struc-tures. 2010. DOI: https://doi.org/10.1002/9780470549087

R. Bjorhovde, “Evolution and state-of-the-art of column stability criteria,” J. Civ. Eng. Manag., vol. 16, no. 2, pp. 159–165, May 2010, doi: 10.3846/jcem.2010.16. DOI: https://doi.org/10.3846/jcem.2010.16

X. Yun, L. Gardner, N. B.-J. of C. Steel, and undefined 2018, “Ultimate capacity of I-sections under combined loading–Part 1: Experiments and FE model validation,” Elsevier. DOI: https://doi.org/10.1016/j.jcsr.2018.04.016

T. Tankova, J. P. Martins, L. S. da Silva, R. A. Duarte Simoes and H. D. Craveiro. “Experimental buckling behaviour of web tapered I-section steel columns,” J. Const. Steel Res., vol. 147(c), August 2018, doi:10.1016/j.jcsr.2018.04.015 DOI: https://doi.org/10.1016/j.jcsr.2018.04.015

I.-M. Cristutiu, D. L. Nunes, and A. I. Dogariu, “Experimental study on laterally restrained steel columns with variable I cross sections.” Steel and Composite Structures, vol. 13, no. 3, September 2012, pp. 225-238. DOI: https://doi.org/10.12989/scs.2012.13.3.225 DOI: https://doi.org/10.12989/scs.2012.13.3.225

H. Ban and G. S. Research, “Overall buckling behaviour and design of high-strength steel welded section columns,” J. Constr. Steel Res., 2018. DOI: https://doi.org/10.1016/j.jcsr.2017.12.026

H. Ban, G. Shi, Y. Shi, and Y. W. Research, “Overall buckling behavior of 460 MPa high strength steel columns: Exper-imental investigation and design method,” - J. Constr. Steel 2012, Undefined, 2012. DOI: https://doi.org/10.1016/j.jcsr.2012.02.013

R. Gonçalves, D. C.-J. of C. S. Research, and undefined 2004, “On the application of beam-column interaction formulae to steel members with arbitrary loading and support conditions,” Elsevier. DOI: https://doi.org/10.1016/S0143-974X(03)00122-6

R. Greiner, “Background Information on the Beam-Column Interaction Formulae at Level 1, Report TC8–2001-002, ECCS Technical Committee 8,” 2001.

P. Muzeau, N. Boissonnade, J.-P. Jaspart, J.-P. Muzeau, and M. Villette, “A. Boissonnade, J.-P. Jaspart, J.-P. Muzeau, M. Villette, Improvement of the interac-tion formulae for beam columns in Eurocode 3, Comput. Struct. vol. 80, pp. 2375–2385, 2002. DOI: https://doi.org/10.1016/S0045-7949(02)00238-9

L. Simões Da Silva, T. Tankova, and C. Rebelo, “Safety as-sessment of eurocode 3 stability design rules for the flex-ural buckling of columns International Symposium on Risk analysis and Safety of Large Structures and Compo-nents (ISRAS2017) View project HILONG High Strength Long Span Structures View project,” researchgate.net, doi: 10.18057/IJASC.2016.12.3.7. DOI: https://doi.org/10.18057/IJASC.2016.12.3.7

H. Snijder, L. Cajot, … N. P.-R. J. of, and undefined 2014, “Buckling curves for heavy wide flange steel columns,” purl.tue.nl.

R. Spoorenberg, H. Snijder, L. C.-J. of C., and undefined 2014, “Buckling curves for heavy wide flange QST col-umns based on statistical evaluation,” vol. 101, pp. 280-289, Oct. 2014. DOI: https://doi.org/10.1016/j.jcsr.2014.05.017

A. Taras, R. G.-J. of constructional steel research, and unde-fined 2008, “Torsional and flexural torsional buckling—A study on laterally restrained I-sections,” vol. 64, no. 7–8, pp. 725-731, July–August 2008. DOI: https://doi.org/10.1016/j.jcsr.2008.01.019

R. Greiner and A. Taras, “New design curves for LT and TF buckling with consistent derivation and code-conform formulation,” Steel Constr., vol. 3, no. 3, pp. 176–186, Sep. 2010, doi: 10.1002/stco.201010025. DOI: https://doi.org/10.1002/stco.201010025

J. Lindner, U. Kuhlmann, and A. Just, “Verification of flex-ural buckling according to Eurocode 3 part 1-1 using bow imperfections,” Steel Constr., vol. 9, no. 4, pp. 349–362, Nov. 2016, doi: 10.1002/stco.201600004. DOI: https://doi.org/10.1002/stco.201600004

J. Jönsson, T. S.-J. of C. S. Research, and undefined 2017, “European column buckling curves and finite element modelling including high strength steels,” vol. 128, pp. 136-151, Jan. 2017. DOI: https://doi.org/10.1016/j.jcsr.2016.08.013

E. Chladný and M. Štujberová, “Frames with unique global and local imperfection in the shape of the elastic buckling mode (Part 1),” Stahlbau, vol. 82, no. 8, pp. 609–617, Aug. 2013, doi: 10.1002/stab.201310080. DOI: https://doi.org/10.1002/stab.201310080

A. Agüero, L. Pallarés, and F. P., “Equivalent geometric im-perfection definition in steel structures sensitive to flexur-al and/or torsional buckling due to compression,” Eng. Strct., vol. 96, pp. 160-177, August 2015. DOI: https://doi.org/10.1016/j.engstruct.2015.03.065

F. P.-E., “Buckling assessment of steel members through overall imperfection method,” Eng. Strct., vol. 106, pp. 124-136, January 2016. DOI: https://doi.org/10.1016/j.engstruct.2015.10.021

A. L.-P. of the I. colloquium on and undefined 2006, “Flex-ural buckling of frames according to the new EC3 rules–a comparative, parametric study,” graz.pure.elsevier.com.

C. Dou and Y.-L. Pi, “Effects of Geometric Imperfections on Flexural Buckling Resistance of Laterally Braced Col-umns,” J. Struct. Eng., vol. 142, no. 9, pp. 04016048, Sep. 2016, doi: 10.1061/(asce)st.1943-541x.0001508. DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001508

M. Kucukler, L. Gardner, L. M.-E. “A stiffness reduction method for the in-plane design of structural steel ele-ments,” Eng. Strct., vol. 73, pp. 72-84, August 2014. DOI: https://doi.org/10.1016/j.engstruct.2014.05.001

M. Kucukler, L. Gardner, L. M.-J. “Development and as-sessment of a practical stiffness reduction method for the in-plane design of steel frames,” J. Const. Steel Res., vol. 126, pp. 187-200, November 2016. DOI: https://doi.org/10.1016/j.jcsr.2016.06.002

A. T.-J., “Derivation of DSM-type resistance functions for in-plane global buckling of steel beam-columns,” J. Const. Steel Res., vol. 125, pp. 95-113, October 2016. DOI: https://doi.org/10.1016/j.jcsr.2016.06.009

T. Tankova, L. da Silva, L. M.-J., “Buckling resistance of non-uniform steel members based on stress utilization: General formulation,” J. Const. Steel Res., vol. 149, pp. 239-256, October 2018. DOI: https://doi.org/10.1016/j.jcsr.2018.07.022

F. S. K. Bijlaard, M. Feldmann, J. Naumes, and O. Sedlacek, “The ‘general method’ for assessing the out- of-plane sta-bility of structural members and frames and comparison with alternative rules in en 1993 - Euro code 3-part 1-1,” in ICASS ’09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, 2009, pp. 1167–1185, doi: 10.1002/stco.201010004. DOI: https://doi.org/10.1002/stco.201010004

L. da Silva, L. Marques, C. R. “Numerical validation of the general method in EC3-1-1 for prismatic members,” J. Const. Steel Res., vol. 66, no. 4, pp. 575-590, April 2010. DOI: https://doi.org/10.1016/j.jcsr.2009.11.003

L. Da Silva, R. Simões, and H. Gervásio, Design of Steel Structures: Eurocode 3: Design of Steel Structures, Part 1-1: General Rules and Rules for Buildings. 2012. DOI: https://doi.org/10.1002/9783433601099

T. Tankova, L. Marques, … A. A.-J. “A consistent methodol-ogy for the out-of-plane buckling resistance of prismatic steel beam-columns,” J. Const. Steel Res., vol. 128, pp. 839-852, January 2017. DOI: https://doi.org/10.1016/j.jcsr.2016.10.009

J. Szalai, F. P.-J. “On the theoretical background of the gen-eralization of Ayrton–Perry type resistance formulas,” J. Const. Steel Res., vol. 66, no. 5, pp. 670-679, May 2010. DOI: https://doi.org/10.1016/j.jcsr.2009.12.013

J. S.-E. “Complete generalization of the Ayrton-Perry formu-la for beam-column buckling problems,” J. Const. Steel Res., vol. 153, pp. 205-223, 15 December 2017. DOI: https://doi.org/10.1016/j.engstruct.2017.10.031

M. Gizejowski et al., “A new method of buckling resistance evaluation of laterally restrained beam-columns,” In book: Metal Structures 2016, pp.197-205, doi: 10.1201/b21417-27. DOI: https://doi.org/10.1201/b21417-27

G. A.-P. M.A. Gizejowski, Z. Stachura, “Approach for the evaluation of beam-column resistance, in: A. Zingoni (Ed.), Insights and Innovations in Struc-tural Engineering, Mechanics and Computation, Taylor & Francis Group, London 2016, pp. 25.” DOI: https://doi.org/10.1201/9781315641645-117

M. Gizejowski, Z. Stachura, R. Szczerba and M. Gajewski, “Buckling resistance of steel H-section beam–columns: In-plane buckling resistance,” J. of Constr. Steel Re-search, vol. 157, pp. 347-358, March 2019, doi:10.1016/j.jcsr.2019.03.002 DOI: https://doi.org/10.1016/j.jcsr.2019.03.002

F. Walport, L. Gardner, and D. A. Nethercot, “A method for the treatment of second order effects in plastically-designed steel frames,” Eng. Struct., vol. 200, no. Decem-ber 2018, pp. 109516, 2019, doi: 10.1016/j.engstruct.2019.109516. DOI: https://doi.org/10.1016/j.engstruct.2019.109516

V. Abhishek and V. Sumit, “Seismic Analysis of Building Frame Using P-Delta Analysis and Static & Dynamic Analysis: a Comparative Study,” i-manager’s J. Struct. Eng., vol. 8, no. 2, pp. 52, 2019, doi: 10.26634/jste.8.2.15462. DOI: https://doi.org/10.26634/jste.8.2.15462

L. Gardner, “Stability and design of stainless steel structures – Review and outlook,” Thin-Walled Struct., vol. 141, no. December 2018, pp. 208–216, 2019, doi: 10.1016/j.tws.2019.04.019. DOI: https://doi.org/10.1016/j.tws.2019.04.019

D. Setyowulan, L. Susanti, and M. Wijaya, “Study on the behavior of a one-way eccentric braced frame under lat-eral load,” Asian J. Civ. Eng., vol. 21, Jun. 2020, doi: 10.1007/s42107-020-00234-2. DOI: https://doi.org/10.1007/s42107-020-00234-2

R. Kumar, “Seismic Analysis of Braced Steel,” Seism. Anal. Braced Steel, no. 110, 2014.

P. R. Kalyana Chakravarthy, R. Janani, S. Durgalakshmi, T. Ilango, and S. Sivaganesan, “Connections in structural steel joints,” Int. J. Civ. Eng. Technol., vol. 9, no. 3, pp. 323–331, 2018.

R. Soltani and D. E. Kerdal, “Behaviour of elementary bolted steel T-stub connections: An evaluation of EC3 design procedure,” Turkish J. Eng. Environ. Sci., vol. 35, no. 1, 2011, doi: 10.3906/muh-1005-32.

A. O. Dawood, “Analysis of Rigid Steel Frames with and Without Bracing Systems under the Effect of Wind Loads in Maysan Province.,” vol. 1, December, 2019.

B. N. Jagadeesh, “Seismic Response of Steel Structure with Mega Bracing System,” Int. J. Eng. Sci. Reseacrh Tech-nol., vol. 5, no. 9, 2016.

M. Anitha and K. K. Divya, “Study on Seismic Behavior of Knee Braced Steel Frames,” pp. 40–45, 2015.

S. Dhiman, M. Nauman, and N. Islam, “Behaviour of Multi-story Steel Structure with Different Types of Bracing Sys-tems (A Software Approach),” Int. Ref. J. Eng. Sci. ISSN, vol. 4, no. 1, pp. 2319–183, 2015.

S. M. Shin and H. J. Park, “Analysis of the behaviour of beam-to-column connection with the newly reformed T-stub connections by exponential function,” Int. J. Softw. Eng. its Appl., vol. 8, no. 1, 2014, doi: 10.14257/ijseia.2014.8.1.24. DOI: https://doi.org/10.14257/ijseia.2014.8.1.24

A. M. G. Coelho and F. S. K. Bijlaard, “Behaviour of high strength steel moment joints,” Heron, vol. 55, no. 1, pp. 1–32, 2010.

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Published

2023-03-30

How to Cite

De’nan, F., Lau, J. S., Mohamade Ounahe , A. ., Kamel , M. I. . and Hashim, N. S. (2023) “Stability Consideration in Design of Steel Structures: A Review”, Electronic Journal of Structural Engineering, 23(2), pp. 27–32. doi: 10.56748/ejse.234142.

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