Top

International Journal of Steel Structures

Published in:

20-03-2024

Impact resistance and damage assessment of steel beams with different web openings

Authors: Huayan Chen, Jianzhong Huang, Chaojiang Fu, Sixiang Wang, Fengxuan Wang, Caisong Luo, Bizhen Wang

Published in: International Journal of Steel Structures | Issue 2/2024

Activate our intelligent search to find suitable subject content or patents.

search-config

AI-assisted search

Off

Abstract

To investigate the impact resistance of steel beams with different web openings, falling-hammer impact trials and numerical models analyses were performed, focusing on the impact energy, inter-opening space, and opening diameter. The impact resistance of steel beams with different web openings was analyzed, and damage-assessment curves for web-opening steel beams (WOSBs) under impact loads were established. The results showed that web-hexagonal-opening steel beams (WHOSBs) yielded greater damage-related deformation than web-circular-opening steel beams (WCOSBs) for the same impact energy. The average maximum mid-span displacement of the WCOSBs under the falling-hammer was 86.49% that of the WHOSBs, whereas the average energy absorption rate was 6.07% higher. The WCOSBs were more resistant to impacts than the WHOSBs. The impact velocity and mass were the key damage-assessment parameters, and velocity–mass damage-assessment curves and determination equations were established according to on the WOSBs’ maximum mid-span displacement under hinge-supported restraints at both ends. Thus, this study will serve as a reference for assessing the damages of WOSBs subjected to impacts.

previous article Experimental and Numerical Analysis on Bending Behavior of Hybrid Bridge Deck System Composed of Transversely Connected OSD and Composite Deck

Dont have a licence yet? Then find out more about our products and how to get one now:

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!

inform now

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!

inform now

Abidin, A. R. Z., & Izzuddin, B. A. (2013). Meshless local buckling analysis of steel beams with irregular web openings. Engineering Structures, 50, 197–206.CrossRef

Al-Rifaie, A., Al-Husainy, A. S., Al-Mansoori, T., et al. (2021). Flexural impact resistance of steel beams with rectangular web openings. Case Studies in Construction Materials, 14, e00-509.CrossRef

Cai, R., et al. (2021). Damage assessment of prefabricated prestressed channel slab under plane charge blast. Engineering Structures, 246, 113021.CrossRef

Caisong, L. U. O., Fengxuan, W. A. N. G., Chaojiang, F. U., et al. (2023). Study on dynamic responses and buckling of castellated beam with circular web openings under impact load. Journal of Building Structures, 44(01), 132–142.

Chao, H., & Huiqun, G. (2006). Determination coefficient and trend change based time series segment-by-segment linear regression. Statistics & Decision, 129(24), 23–24.

Chaojiang, F., Zhonghua, W., & Ke, W. (2021). Study on the residual bearing capacity and damage of concrete-filled steel tube(CFST) column subjected to transverse impact. Building Science, 37(05), 11–20+27.

Chen, H., Wang, Y., Fu, C., et al. (2023). Impact behavior of high-strength steel beam with circular web openings[J]. Journal of Constructional Steel Research, 211, 108159.CrossRef

D’Antimo, M., Latour, M., Rizzano, G., et al. (2019). Experimental and numerical assessment of steel beams under impact loadings. Journal of Constructional Steel Research, 158, 230–247.CrossRef

Demirdjian, S. (1999). Stability of castellated beam webs. McGill University.

Erdal, F., & Saka, M. P. (2013). Ultimate load carrying capacity of optimally designed steel cellular beams. Journal of Constructional Steel Research, 80, 355–368.CrossRef

Erdal, F., & Saka, M. P. (2018). Ultimate load carrying capacity of optimally designed steel cellular beams. Journal of Constructional Steel Research, 80, 355–368.CrossRef

Fu, Q. N., Yang, B., Hu, Y., et al. (2016). Dynamic analyses of bolted-angle steel joints against progressive collapse based on component-based model. Journal of Constructional Steel Research, 117, 161–174.CrossRef

GB 50017-2017. (2017). Standard for Design of Steel Structures, China Architecture and Building Press, Beijing (in Chinese).

GB 50779-2012. (2012). Code for Design of Blast Resistant Control Building in Petrochemical Industry, China Planning Press, Beijing, (in Chinese).

Haolan, H. (2022) Study on Dynamic response and residual bearing capacity of H-shaped steel column under weak axis direction impact load. Southwest University of Science and Technology.

Huo, J. S., Zhang, J. Q., Liu, Y. Z., & Fu, F. (2017). Dynamic behavior and catenary action of axially-restrained steel beam under impact loading. Structures, 11, 84–96.CrossRef

Jama, H. H., Bambach, M. R., Nurick, G. N., Grzebieta, R. H., & Zhao, X. L. (2009). Numerical modelling of square tubular steel beams subjected to transverse blast loads. Thin-Walled Struct, 47(12), 1523–1534.CrossRef

Jia, L. J., & Kuwamura, H. (2015). Ductile fracture model for structural steel under cyclic large strain loading. Journal of Constructional Steel Research, 106, 110–121.CrossRef

Jingsi, H., Jinqing, Z., Baisheng, C., et al. (2011). Dynamic behaviors of hot-rolled steel beams under drop weight impact loading. Journal of Building Structures, 32(12), 242–249.

Jones, N. (2011). Structural impact. Cambridge University Press.CrossRef

Lei, G. (2018). Dynamic response and residual structural capacity study of h-shaped steel with different width-thickness ratio of the plate under impact load. Taiyuan University of Technology.

Lei, G., Pengcheng, C., Huiwei, Y., et al. (2018). Dynamic response analysis of H steel beam with different width-thickness ratio of the plate under impact load. Science Technology and Engineering, 18(17), 272–278.

Li, N., Long, G., Fu, Q., et al. (2019). Dynamic mechanical characteristics of filling layer self-compacting concrete under impact loading[J]. Archives of Civil and Mechanical Engineering, 19(3), 851–861.CrossRef

Liu, T. C. H., & Chung, K. F. (2003). Steel beams with large web openings of various shapes and sizes: finite element investigation. Journal of Constructional Steel Research, 59(9), 1159–1176.CrossRef

Luming, W., Yanhui, L., Shichun, Z., et al. (2022). Study on evaluation model and influencing factors for cracking of concrete-filled steel tubular members subjected to lateral low-velocity impact. China Civil Engineering Journal, 55(03), 7–17+35.

Luo, C., Wang, F., Chen, H., et al. (2022). Castellated steel beams under impact load. Journal of Constructional Steel Research, 196, 107394.CrossRef

Panedpojaman, P., Thepchatri, T., & Limkatanyu, S. (2014). Novel design equations for shear strength of local web-post buckling in cellular beams. Thin-Walled Structures, 76, 92–104.CrossRef

Pengcheng, C., Xin, C., Lei, G., et al. (2018). Impact resistance of H shaped beam with various widthto-thickness ratio. Explosion and Shock Waves, 38(6), 1378–1385.

Rui, W. A. N. G., & Chang, P. E. I. (2013). Parametric analysis of dynamic response of hot-rolled H-shaped steel beam under lateral impact load. Engineering Mechanics, 30(S1), 258–262.MathSciNet

Saini, D., & Shafei, B. (2019). Investigation of concrete-filled steel tube beams strengthened with CFRP against impact loads. Composite Structures, 208, 744–757.CrossRef

Snock, D., & Belis, J. (2015). Lateral-torsional buckling resistance of cellular beams. Journal of Constructional Steel Research, 105, 119–128.CrossRef

Wang, F., Fu, C., Chen, H., et al. (2022). Effect of impact loading on the dynamic response of steel beams with hexagonal web opening. Thin-Walled Structures, 180, 109896.CrossRef

Wang, P., Wang, X., & Ma, N. (2014). Vertical shear buckling capacity of web-posts in castellated steel beams with fillet corner hexagonal web openings. Engineering Structures, 75, 315–326.CrossRef

Xiao-fang, D., Lin, J., Long-mei, J., et al. (2022). Numerical simulation study of hot-rolled H-steel beam under impact loading. Journal of Architecture and Civil Engineering, 39(3), 127–138.

Yang, B., Wang, H., Yang, Y., et al. (2018). Numerical study of rigid steel beam-column joints under impact loading. Journal of Constructional Steel Research, 147, 62–73.CrossRef

Yang, Y., Qian, X., Xinhong, D., et al. (2019). Effect of cyclic impact on sandstone characteristics under confining pressures. Journal of Huazhong University of Science and Technology: Natural Science Edition, 47(06), 127–132.

Ying, C., Jun-hai, Z., Chang-guang, Z., et al. (2015). Explosion-resistance behavior and damage assessment of a duplex hollow CFST column subjected to blast loading. Journal of Vibration and Shock, 34(21), 188–193+216.

Yue-wen, Z. (2019). Experimental Investigation on Mechanical Properties of Cold-Formed Steel and the Steel-to-Steel Screwed Connections at Elevated Temperatures. China University of Mining and Technology.

Zhang, X., Hao, H., Shi, Y., et al. (2016). Static and dynamic material properties of CFRP/epoxy laminates[J]. Construction and Building Materials, 114, 638–649.CrossRef

Title: Impact resistance and damage assessment of steel beams with different web openings
Authors: Huayan Chen
Jianzhong Huang
Chaojiang Fu
Sixiang Wang
Fengxuan Wang
Caisong Luo
Bizhen Wang
Publication date: 20-03-2024
Publisher: Springer Netherlands
Published in: International Journal of Steel Structures / Issue 2/2024
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-024-00824-9

Springer Professional

Abstract

Please log in to get access to your license.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Other articles of this Issue 2/2024

Residual Mechanical Properties of Q235FR Steel Exposed to High-temperatures

Experimental and Numerical Analysis on Bending Behavior of Hybrid Bridge Deck System Composed of Transversely Connected OSD and Composite Deck

Research on Bending Stiffness of the New Sprayer Joint

Effect of External Ring Stiffener on the Chord Members of Cold-Formed Steel T-Joints Under Combined Axial Compression and Bending

Seismic Resilience Assessment of the Hybrid Bridge Pier Based on Fragility Analysis

A Review of Research on Supported Transmission Line Tower Failure Studies: Analysis, Tower Testing and Retrofitting

Premium Partners