Abstract
Purpose
This paper presents an experimental and numerical study to evaluate the impact energy dissipation, proposing a friction damper with the use of layers (LFD) for the dissipation of kinetic energy generated as a consequence of dynamic loads in an accidental fall due to work at heights.
Methods
The study is performed by experimentation using a free-fall bench and numerical modeling using the finite element software Abaqus. The energy dissipation analysis is presented by comparing the system displacements for different impact masses. The geometry of the dissipator elements for a particular case of working at heights is proposed.
Results
The results show the feasibility of applying the LFD for dynamic loads by dissipating 100% of the kinetic energy caused by an accidental fall for particular conditions.
Conclusions
The use of layer elements as a preload mechanism allows the increase of the friction force with respect to the displacement of the system, increasing the energy dissipation capacity. In addition, the relationship of the geometrical parameters of the LFD allows the sizing of the layer elements and, in turn, the increase in the energy dissipation capacity according to the user's needs.
Similar content being viewed by others
Data availability
The data used in this research were obtained by the authors.
References
Rubio J, Rubio M, Hernández C (2013) Analysis of construction equipment safety in temporary work at height. J Constr Eng Manag 139(1):9–14. https://doi.org/10.1061/(asce)co.1943-7862.0000567
HSE (2014) Working at heights. In: Health and safaty executive, pp 171–182. https://doi.org/10.4324/9780080569215-27.
Molino B (2014) Seguridad y evaluación de riesgos profesionales en parques eólicos. Paraninfo, Madrid
Nadhim E, Hon C, Xia B, Stewart I, Fang D (2016) Falls from height in the construction industry: a critical review of the scientific literature. Int J Environ Res Public Health. https://doi.org/10.3390/ijerph13070638
Secretaría del Trabajo Y Previsión Social (2011) “NOM-009-STPS-2011—‘Condiciones de seguridad para realizar trabajos en altura,’” D. Of. la Fed., p 55. http://www.stps.gob.mx/bp/secciones/dgsst/normatividad/normas/nom-009.pdf
LWSC (2015) Protección Contra Caídas en la Construcción. Lat Work Saf Cent 1–123. https://www.osha.gov/sites/default/files/2018-12/fy15_sh-27683-sh5_Fall_Prevention_Student_Workbook_Spanish.pdf. https://www.cdc.gov/spanish/niosh/docs/wp-solutions/2014-124_sp/default.html
Miang Y, Love P (2010) Adequacy of personal fall arrest energy absorbers in relation to heavy workers. Saf Sci 48(6):747–754. https://doi.org/10.1016/j.ssci.2010.02.020
Bobick T, McKenzie E Jr, Kau T (2010) Evaluation of guardrail systems for preventing falls through roof and floor holes. J Saf Res 41(3):203–211. https://doi.org/10.1016/j.jsr.2010.02.008
Wang Q, Pin Y, Miang Y (2014) Evaluating the inadequacies of horizontal lifeline design: case studies in Singapore. CIB W099 Int Conf Achiev Sustain Constr Health Saf 2015:660–670
Bedolla J, Flores V, Bedolla M, Szwedowicz D (2017) Análisis de disipación de energía cinéctica por elementos tubulares deformables. ECORFAN 1(3):41–51
Miang Y, Wang Q (2015) Investigating the adequacy of horizontal lifeline system design through case studies from Singapore. J Constr Eng Manag 141(7):04015017. https://doi.org/10.1061/(asce)co.1943-7862.0000989
Domínguez-Gurría MA, Szwedowicz D, Martínez E, Estrada Q (2022) Impact energy dissipator with variable stiffness and dry friction layers. Dyn New Technol 9(1):1–13
Castro F (2017) Análisis Numérico y Paramétrico del Problema de Contacto en Uniones Mecáncias. Centro Nacional de Investigación y Desarollo Tecnológico
Khalili S, Mittal R, Kalibar S (2005) A study of the mechanical properties of steel/aluminium/GRP laminates. Mater Sci Eng A 412(1–2):137–140. https://doi.org/10.1016/j.msea.2005.08.016
Instituto Nacional de Seguridad y Salud en el Trabajo (2021) Normas técnicas Protección contra caídas de altura. no. diciembre. pp 2006–2008
Rusin N, Skorentsev A, Kolubaev E (2016) Dry friction of pure aluminum against steel. J Frict Wear 37(1):86–93. https://doi.org/10.3103/S1068366616010141
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Domínguez-Gurría, M.A., Szwedowicz, D., Martínez, E. et al. Anti-fall Safety System with Variable Stiffness Layers. J. Vib. Eng. Technol. 12, 2035–2041 (2024). https://doi.org/10.1007/s42417-023-00962-0
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42417-023-00962-0