EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings
Journal article
Ferreira, F., Shamass, R., Pinho Santos, L., Limbachiya, V. and Tsavdaridis, K. (2022). EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings. Thin-Walled Structures. 175, p. 109196. https://doi.org/10.1016/j.tws.2022.109196
| Authors | Ferreira, F., Shamass, R., Pinho Santos, L., Limbachiya, V. and Tsavdaridis, K. |
|---|---|
| Abstract | In this paper, the influence of the web-post geometric parameters on the shear buckling resistance of perforated steel beams with previously proposed novel non-standard elliptically-based web openings is investigated. An economical and practical approach to estimate the web-post buckling resistance in accordance with EUROCODE 3 and the buckling resistance of the strut model analogy is developed and analysed. Finite element models are developed and validated against test results available in the literature. An extensive parametric study using Python code is carried out. A total of 5,400 geometrical models is investigated and the analysed parameters are discussed in relation to the buckling curves. It is concluded that the proposed design method for the web-post buckling resistance provides accurate and reliable predictions and can be used for practical design purposes of perforated steel beams with elliptically-based web openings. |
| Keywords | Steel beams; Elliptical web openings; Web-post buckling; Strut model; Eurocode 3. |
| Year | 2022 |
| Journal | Thin-Walled Structures |
| Journal citation | 175, p. 109196 |
| Publisher | Elsevier |
| ISSN | 0263-8231 |
| Digital Object Identifier (DOI) | https://doi.org/10.1016/j.tws.2022.109196 |
| Publication dates | |
| 08 Apr 2022 | |
| Publication process dates | |
| Accepted | 16 Mar 2022 |
| Deposited | 30 Mar 2022 |
| Accepted author manuscript | License File Access Level Open |
Permalink -
https://openresearch.lsbu.ac.uk/item/8z9xz
Download files
Accepted author manuscript
| EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings.pdf | ||
| License: CC BY-NC-ND 4.0 | ||
| File access level: Open | ||
155
total views149
total downloads1
views this month3
downloads this month
Export as
Related outputs
Machine learning for optimal design of circular hollow section stainless steel stub columns: A comparative analysis with Eurocode 3 predictions
Abarkan, I, Rabi, M., Ferreira, F., Shamass, R., Limbachiya, V., Jweihan, Y. and Pinho Santos, L. (2024). Machine learning for optimal design of circular hollow section stainless steel stub columns: A comparative analysis with Eurocode 3 predictions. Engineering Applications of Artificial Intelligence. 132 (107952). https://doi.org/10.1016/j.engappai.2024.107952Machine learning-driven web-post buckling resistance prediction for high-strength steel beams with elliptically-based web openings
Rabi, M, Jweihan, Y, Abarkan, I, Ferreira, F, Shamass, R, Limbachiya, V., Tsavaridis, K and Pinho Santos, L. (2024). Machine learning-driven web-post buckling resistance prediction for high-strength steel beams with elliptically-based web openings. Results in Engineering. 21, p. 101749. https://doi.org/10.1016/j.rineng.2024.101749Comparative Analyses of Circularity Practices in Civil and Construction Engineering Between UK and Nigeria
Olonade, K.A., Shamass, R., McCann, F., Abiodun, Y.O, Jin, R. and Rossi, F. (2023). Comparative Analyses of Circularity Practices in Civil and Construction Engineering Between UK and Nigeria. NanoWorld Journal. 9 (2), pp. 485-491. https://doi.org/10.17756Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire
Mehwish, J., Cashell, K.A. and Shamass, R. (2023). Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire. Engineering Proceedings. 44 (1), p. 20. https://doi.org/10.3390/engproc2023044020Buckling resistance of hot‐finished CHS beam‐columns using FE modelling and machine learning
Rabi, M., Abarkan, I. and Shamass, R. (2023). Buckling resistance of hot‐finished CHS beam‐columns using FE modelling and machine learning. Steel Construction. 17 (2). https://doi.org/10.1002/stco.202200036
Web-post buckling resistance calculation of perforated high-strength steel beams with elliptically-based web openings for EC3
Ferreira, F., Shamass, R., Santos, L., Tsavdaridis, K. and Limbachiya, V. (2023). Web-post buckling resistance calculation of perforated high-strength steel beams with elliptically-based web openings for EC3. Structures. https://doi.org/10.1016/j.istruc.2023.05.139Mechanical and GWP Assessment of Concrete Using Blast Furnace Slag, Silica Fume and Recycled Aggregate
Shamass, R., Rispoli, O., Limbachiya, V. and Kovacs, R. (2023). Mechanical and GWP Assessment of Concrete Using Blast Furnace Slag, Silica Fume and Recycled Aggregate. Case Studies in Construction Materials. 18. https://doi.org/10.1016/j.cscm.2023.e02164Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach
Sarfarazi, S., Shamass, R., Mascolo, I., Della Corte, G. and Guarracino, F. (2023). Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach. Metals. 13 (4), p. 753. https://doi.org/10.3390/met13040753Prediction of the cross-sectional capacity of cold-formed CHS using numerical modelling and machine learning
Musab,R., Ferreira, F., Abarkan, A., Limbachiya, V. and Shamass, R. (2023). Prediction of the cross-sectional capacity of cold-formed CHS using numerical modelling and machine learning. Results in Engineering. 17 (100902). https://doi.org/10.1016/j.rineng.2023.100902A Numerical Study of Shape Memory Alloy (SMA) Reinforced Beam Subjected to Seismic Loading
Bloy, J., Shamass, R., Limbachiya, V. and El-Desoqi, M. (2022). A Numerical Study of Shape Memory Alloy (SMA) Reinforced Beam Subjected to Seismic Loading. 4th Conference on Sustainability in Civil Engineering (CSCE’22) . Department of Civil Engineering Capital University of Science and Technology, Islamabad Pakistan 31 - 31 Aug 2022Web-Post Buckling Prediction Resistance of Steel Beams with Elliptically-Based Web Openings using Artificial Neural Networks (ANN)
Shamass, R., Ferreira, F., Limbachiya, V., Pinho Santos, L. and Tsavdaridis, K.D. (2022). Web-Post Buckling Prediction Resistance of Steel Beams with Elliptically-Based Web Openings using Artificial Neural Networks (ANN). Thin-Walled Structures. 180 (109959). https://doi.org/10.1016/j.tws.2022.109959Mechanical Properties of Bamboo Core Sandwich Panels
Limbachiya, V., Shamass, R. and Perera, J (2022). Mechanical Properties of Bamboo Core Sandwich Panels. 4th Conference on Sustainability in Civil Engineering. Pakistan 31 - 31 Aug 2022Gradient-based optimisation of rectangular honeycomb core sandwich panels
Luis Santos, Bassam A. Izzuddin, Lorenzo Macorini and Pinho Santos, L. (2022). Gradient-based optimisation of rectangular honeycomb core sandwich panels. Structural and Multidisciplinary Optimization. 65 (242). https://doi.org/10.1007/s00158-022-03341-7Mechanical Properties of PVC Concrete and Mortar Modified with Silane Coupling Agents
Z.Pan, J. Chen, Q. zhan, S. Wang, Jin, R., Shamass, R. and Rossi, F. (2022). Mechanical Properties of PVC Concrete and Mortar Modified with Silane Coupling Agents. Construction and Building Materials. 348, p. 128574. https://doi.org/10.1016/j.conbuildmat.2022.128574Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams
Rabi, M., Shamass, R. and Cashell, K.A. (2022). Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams. Structure and Infrastructure Engineering. 19 (12), pp. 1847-1859. https://doi.org/10.1080/15732479.2022.2065687Experimental investigation into the behaviour of continuous concrete beams reinforced with basalt FRP
Shamass, R., Mahi, B, Cashell, K, Abarkan, I and El-Khannoussi, F (2022). Experimental investigation into the behaviour of continuous concrete beams reinforced with basalt FRP. Engineering Structures. 15, p. 113888. https://doi.org/10.1016/j.engstruct.2022.113888Structural performance of stainless steel reinforced concrete members: A review
Rabi, M, Shamass, R. and Cashell, K.A (2022). Structural performance of stainless steel reinforced concrete members: A review. Construction and Building Materials. 325, p. 126673. https://doi.org/10.1016/j.conbuildmat.2022.126673A Numerical Analysis on the Cyclic Behavior of 316 FR Stainless Steel and Fatigue Life Prediction
Abarkan, I., Khamlichi, A and Shamass, R. (2021). A Numerical Analysis on the Cyclic Behavior of 316 FR Stainless Steel and Fatigue Life Prediction. The 2nd International Electronic Conference on Applied Sciences. Online 15 - 31 Oct 2021 MDPI. https://doi.org/10.3390/ASEC2021-11116Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beams
Rabe. M, Cashell, K.A and Shamass, R. (2021). Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beams. Engineering Structures. 248 (5), p. 113259. https://doi.org/10.1016/j.engstruct.2021.113259Low cycle fatigue behavior of circumferentially notched specimens made of modified 9Cr–1Mo steel at elevated temperature
Abarkan, I., Khamlichi, A. and Shamass, R. (2021). Low cycle fatigue behavior of circumferentially notched specimens made of modified 9Cr–1Mo steel at elevated temperature. International Review of Applied Sciences and Engineering. 13 (1), pp. 54-62. https://doi.org/10.1556/1848.2021.00305Lateral–torsional buckling resistance prediction model for steel cellular beams generated by Artificial Neural Networks (ANN)
Ferreira, F., Shamass, R., Limbachiya, V., Tsavdarisdis, K. and Martins, C. (2021). Lateral–torsional buckling resistance prediction model for steel cellular beams generated by Artificial Neural Networks (ANN). Thin-Walled Structures. 170, p. 108592. https://doi.org/10.1016/j.tws.2021.108592Predicting the Impact of Chemical and Physical Variability in Binary and Ternary Cementitious Blends
Limbachiya, V. and Shamass, R. (2021). Predicting the Impact of Chemical and Physical Variability in Binary and Ternary Cementitious Blends. 3rd Conference on Sustainability in Civil Engineering (CSCE’21). Capital University of Science & Technology, . Islamabad Expressway, Kahuta Road, Zone-V Islamabad 11 - 11 Aug 2021 Department of Civil Engineering at Capital University of Science and Technology.Impact of chopped basalt fibres on the mechanical proper- ties of concrete
Shamass, R. and Limbachiya, V. (2021). Impact of chopped basalt fibres on the mechanical proper- ties of concrete. 3rd Conference on Sustainability in Civil Engineering (CSCE’21). Capital University of Science & Technology, . Islamabad Expressway, Kahuta Road, Zone-V Islamabad 11 - 11 Aug 2021 Department of Civil Engineering at Capital University of Science and Technology.A Study On Low Cycle Fatigue Life Assessment of Notched Specimens Made of 316LN Austenitic Stainless Steel
Abarkan, I., Khamlichi, A. and Shamass, R. (2021). A Study On Low Cycle Fatigue Life Assessment of Notched Specimens Made of 316LN Austenitic Stainless Steel. Journal of Pressure Vessel Technology. 144 (2). https://doi.org/10.1115/1.4051627Application of Artificial Neural Networks for web-post shear resistance of cellular steel beams
Limbachiya, V. and Shamass, R. (2021). Application of Artificial Neural Networks for web-post shear resistance of cellular steel beams. Thin-Walled Structures. 161, pp. 107414-107414. https://doi.org/10.1016/j.tws.2020.107414Bond behaviour of austenitic stainless steel reinforced concrete
Rabi, M., Cashell, K.A., Shamass, R. and Desnerck, P. (2020). Bond behaviour of austenitic stainless steel reinforced concrete. Engineering Structures. 221, pp. 111027-111027. https://doi.org/10.1016/j.engstruct.2020.111027Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members
Shamass, R and Cashell, KA (2020). Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members. Engineering Structures. 220, pp. 110950-110950. https://doi.org/10.1016/j.engstruct.2020.110950Plastic Buckling Paradox: An Updated Review
Shamass, R (2020). Plastic Buckling Paradox: An Updated Review. Frontiers in Built Environment. 6. https://doi.org/10.3389/fbuil.2020.00035Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach
Shamass, R. and Guarracino, F. (2020). Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach. Journal of Constructional Steel Research. 166, p. 105911. https://doi.org/10.1016/j.jcsr.2019.105911Numerical and analytical studies of low cycle fatigue behavior of 316 LN austenitic stainless steel
Abarkan, I., Shamass, R., Achegaf, Z. and Khamlichi, A. (2019). Numerical and analytical studies of low cycle fatigue behavior of 316 LN austenitic stainless steel. Journal of Pressure Vessel Technology. https://doi.org/10.1115/1.4045897Flexural analysis and design of stainless steel reinforced concrete beams
Rabi, M., Cashell, K. and Shamass, R. (2019). Flexural analysis and design of stainless steel reinforced concrete beams. Engineering Structures. 198, p. 109432. https://doi.org/10.1016/j.engstruct.2019.109432Analysis of concrete beams reinforced with stainless steel
Rabi, M, Cashell, KA and Shamass, R (2019). Analysis of concrete beams reinforced with stainless steel. fib Symposium 2019 - Concrete - Inovations in Materials, design and Structures. Krakow, Poland 27 - 29 May 2019 pp. 690-697Experimental Investigation on the Behaviour of Recycled Aggregate Concrete
Kovacs, R, Shamass, R, Limbachiya, V and Datoo, M (2019). Experimental Investigation on the Behaviour of Recycled Aggregate Concrete. 5th International Conference on Sustainable Construction Materials & Technologies. Surrey 14 - 17 Jul 2019Investigation on the Plastic Buckling Paradox for Metal Cylinders
Shamass, R, Alfano, G and Guarracino, F (2018). Investigation on the Plastic Buckling Paradox for Metal Cylinders. in: Buckling and Postbuckling Structures II London South Bank University.A numerical investigation into the plastic buckling of circular cylinders
Shamass, R, Alfano, G and Guarracino, F (2013). A numerical investigation into the plastic buckling of circular cylinders. in: Pietraszkiewicz, W and Gorski, J (ed.) Shell Structures: Theory and Application London CRC Press.High-fidelity non-linear analysis of metal sandwich panels
Nordas, A.N., Pinho Santos, L., Izzuddin, B. and Macorini, L. (2018). High-fidelity non-linear analysis of metal sandwich panels. Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics. 171 (2), pp. 79-96. https://doi.org/10.1680/jencm.18.00022Mechanical models for local buckling of metal sandwich panels
Pinho Santos, L., Nordas, A.N., Izzuddin, B. and Macorini, L. (2018). Mechanical models for local buckling of metal sandwich panels. Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics. 171 (2), pp. 65-78. https://doi.org/10.1680/jencm.18.00021Improved Seismic Design of Concentrically X-Braced Steel Frames to Eurocode 8
Silva, A., Pinho Santos, L., Pinto Ribeiro, T. and Castro, J.M. (2018). Improved Seismic Design of Concentrically X-Braced Steel Frames to Eurocode 8. Journal of Earthquake Engineering. https://doi.org/10.1080/13632469.2018.1528912Analysis of Stainless Steel-Concrete Composite Beams
Shamass, R and Cashell, KA (2018). Analysis of Stainless Steel-Concrete Composite Beams. Journal of Constructional Steel Research. 152, pp. 132-142. https://doi.org/10.1016/j.jcsr.2018.05.032Bending Moment Capacity of Stainless Steel-Concrete Composite Beams
Shamass, R and Cashell, KA (2018). Bending Moment Capacity of Stainless Steel-Concrete Composite Beams. 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018). Valencia-Spain 27 - 29 Jun 2018The impact of variation in chemical and physical properties of PFA and BPD semi-dry cement paste on strength properties
Limbachiya, V, Ganjian, E and Claisse, P (2015). The impact of variation in chemical and physical properties of PFA and BPD semi-dry cement paste on strength properties. Construction and Building Materials. 96, pp. 248-255. https://doi.org/10.1016/j.conbuildmat.2015.08.002Behaviour of Composite Beams Made Using High Strength Steel
Shamass, R and Cashell, KA (2017). Behaviour of Composite Beams Made Using High Strength Steel. Structures. 12, pp. 88-101. https://doi.org/10.1016/j.istruc.2017.08.005On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method
Shamass, R, Alfano, G and Guarracino, F (2017). On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method. International Journal of Structural Stability and Dynamics. 17 (7). https://doi.org/10.1142/S0219455417500729On the elasto-plastic stability analysis of circular cylindrical shells
Shamass, R, Alfano, G and Guarracino, F (2016). On the elasto-plastic stability analysis of circular cylindrical shells. The International Colloquium On Stability And Ductility Of Steel Structures – SDSS 2016. Timisoara, Romania 30 May - 01 Jun 2016 pp. 639-646Strength, durability and leaching properties of concrete paving blocks incorporating GGBS and SF
Limbachiya, V (2016). Strength, durability and leaching properties of concrete paving blocks incorporating GGBS and SF. Construction and Building Materials. 113, pp. 273-279. https://doi.org/10.1016/j.conbuildmat.2016.02.152Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results
Sejkati, E, Zhou, X, Mancini, M and Shamass, R (2016). Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results. 9th International Concrete Conference 2016: Environment, Efficiency and Economic Challenges for Concrete. Dundee, Scotland 04 - 06 Jul 2016Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges
Shamass, R, Zhou, X and Wu, Z (2016). Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges. Journal of Bridge Engineering. 22 (1). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000971An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading
Shamass, R, Alfano, G and Guarracino, F (2015). An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading. Mathematical Problems in Engineering. 2015. https://doi.org/10.1155/2015/514267The impact of variation in chemical and physical properties of PFA and BPD semi dry cement paste on strength properties
Limbachiya, V (2015). The impact of variation in chemical and physical properties of PFA and BPD semi dry cement paste on strength properties. Construction and Building Materials. 96, pp. 248-255. https://doi.org/10.1016/j.conbuildmat.2015.08.002An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading
Shamass, R, Alfano, G and Guarracino, F (2015). An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading. Thin-Walled Structures. 95, pp. 347-362. https://doi.org/10.1016/j.tws.2015.07.020