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Cable tensions in multi-insert rigging systems for tilt-up panel lifting

  • Renny Guillén-Rujano has been a faculty member at the Institute of Mechanical Engineering of the Austral University of Chile since 2022. He received his Ph.D. from the University of Guanajuato (Mexico) in 2020. In 2025, he was awarded the ANID Research Grant and is currently leading a three-year project on fracture in fiber-reinforced sandwich composite materials with nanoparticle-reinforced corrugated cores. His publications include studies on fracture mechanics, characterization of composite materials, fatigue in metallic materials, and, more recently, computational mechanics.

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    Simón Vargas-Jara is currently pursuing a degree in Mechanical Civil Engineering at the Austral University of Chile, where he is also enrolled in the bridging program leading to the Master’s in Mechanical Engineering and Materials. He has participated twice in the Jornadas de Mecánica Computacional. In addition, he is coauthor of a recent research paper on the brittle-to-ductile transition behavior influenced by grain boundaries at the nanometric scale.

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    Milton Muñoz-Cayún is a Mechanical Civil Engineering student at Austral University of Chile (UACH) and is currently entering the Master’s program in Mechanical and Materials Engineering at the same institution. He is starting his research career in the field of mechanics of materials.

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    Wilmer Segundo Velilla-Díaz received the BSc degree in Mechanical Engineering in 2006, the MSc degree in Mechanical Engineering in 2008, and the PhD degree in Mechanical Engineering in 2019, all from Universidad del Norte, Colombia. He is currently an Associate Professor at the Department of Mechanical Engineering, Universidad de La Serena, Chile. His research interests include the study of metallic materials at multiple scales, with emphasis on the improvement of mechanical properties through microstructural design, heat treatments, and advanced characterization techniques.

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Published/Copyright: January 23, 2026
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Abstract

In tilt-up construction, cable and pulley systems (riggings) are used to lift precast panels from horizontal to vertical positions. Accurate prediction of cable tensions is essential for structural integrity and operational safety. This study develops a generalized nonlinear system of equations to model diverse rigging configurations for tilt-up erection. A dynamic analysis is included to evaluate the influence of crane hook velocity on cable tension. The equations are solved using MATLAB’s symbolic “solve” function, and a dynamic factor is introduced to quantify inertial contributions across operational scenarios. Validation was performed through simulations in Working Model software. Results show that the dynamic factor significantly affects cable tensions at moderate to high lifting velocities, particularly beyond 75° of rotation, while at lower velocities it increases static tensions by 1.33–1.59 times depending on panel height. To mitigate overload risks, the effect of hook inclination was analyzed, identifying a safe range between 85° and 95°. The formulation accommodates both aligned and misaligned inserts, covering multiple rigging layouts with 1–8 rows and 1–8 columns. This approach provides a foundation for more advanced computational tools, enhancing accuracy and safety in tilt-up panel erection.


Corresponding author: Wilmer Segundo Velilla-Díaz, Mechanical Engineering Department, Universidad de La Serena, La Serena, Coquimbo Region, Chile, E-mail:

About the authors

Renny Guillén-Rujano

Renny Guillén-Rujano has been a faculty member at the Institute of Mechanical Engineering of the Austral University of Chile since 2022. He received his Ph.D. from the University of Guanajuato (Mexico) in 2020. In 2025, he was awarded the ANID Research Grant and is currently leading a three-year project on fracture in fiber-reinforced sandwich composite materials with nanoparticle-reinforced corrugated cores. His publications include studies on fracture mechanics, characterization of composite materials, fatigue in metallic materials, and, more recently, computational mechanics.

Simón Vargas-Jara

Simón Vargas-Jara is currently pursuing a degree in Mechanical Civil Engineering at the Austral University of Chile, where he is also enrolled in the bridging program leading to the Master’s in Mechanical Engineering and Materials. He has participated twice in the Jornadas de Mecánica Computacional. In addition, he is coauthor of a recent research paper on the brittle-to-ductile transition behavior influenced by grain boundaries at the nanometric scale.

Milton Muñoz-Cayún

Milton Muñoz-Cayún is a Mechanical Civil Engineering student at Austral University of Chile (UACH) and is currently entering the Master’s program in Mechanical and Materials Engineering at the same institution. He is starting his research career in the field of mechanics of materials.

Wilmer Segundo Velilla-Díaz

Wilmer Segundo Velilla-Díaz received the BSc degree in Mechanical Engineering in 2006, the MSc degree in Mechanical Engineering in 2008, and the PhD degree in Mechanical Engineering in 2019, all from Universidad del Norte, Colombia. He is currently an Associate Professor at the Department of Mechanical Engineering, Universidad de La Serena, Chile. His research interests include the study of metallic materials at multiple scales, with emphasis on the improvement of mechanical properties through microstructural design, heat treatments, and advanced characterization techniques.

Acknowledgments

We sincerely thank Design Simulation Technologies (DST) and Mr. Alan Wegienka for kindly authorizing the use of the demo version of Working Model software, as granted by email on June 24, 2025. The software was instrumental in validating the model developed in this study.

  1. Research ethics: Not applicable.

  2. Informed consent: Not applicable.

  3. Author contributions: The authors have accepted responsibility for the entire content of this manuscript and approved its submission. Renny Jesús Guillén-Rujano: Formal analysis, Investigation, Methodology, Conceptualization, Validation, Visualization, Data curation, Writing original draft, Writing – review & editing. Wilmer Segundo Velilla Díaz: Conceptualization, Visualization, Methodology, Writing – review & editing, Resources, Project Administration, Supervision. Simón Vargas Jara: Conceptualization, Visualization, Methodology, Software, Writing – review & editing. Milton Gabriel Muñoz Cayún: Formal analysis, Writing – review & editing, Methodology, Investigation, Software.

  4. Use of Large Language Models, AI and Machine Learning Tools: None declared.

  5. Conflict of interest: The authors states no conflict of interest.

  6. Research funding: None declared.

  7. Data availability: Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

References

[1] J. Lawson and J. Steinbicker, “Crack control measures for tilt-up concrete panels,” Struct. Mag., vol. 22, no. 2, pp. 28–31, 2015, https://www.structuremag.org/article/crack-control-measures-for-tilt-up-concrete-panels/.Search in Google Scholar

[2] TiltWall. “Top 10 Tilt-Up Building Designs Across North America”. TiltWall. April 17, 2025. [Online]. Available: https://www.tiltwall.ca/news/top-10-tilt-up-building-designs-across-north-america/?.Search in Google Scholar

[3] J. W. Wallace, J. P. Stewart, and A. S. Whittaker, “Building vulnerability studies: Modeling and evaluation of tilt-up and steel reinforced concrete buildings,” P. E. E. R. Center, Tech. Rep., vols. 1999–13, 1999, https://peer.berkeley.edu/publications/1999-13?.Search in Google Scholar

[4] J. Glass, “Wall panel renaissance: Tilt-up concrete construction,” Proceedings of the Institution of Civil Engineers – Structures and Buildings, vol. 140, no. 3, pp. 277–289, 2000, https://doi.org/10.1680/stbu.2000.140.3.277.Search in Google Scholar

[5] G. Abdallah, Understanding Concrete Tilt-Up Construction, The Austin Company. [Online]. https://theaustin.com/blogs/understanding-concrete-tilt-up-construction/? [Accessed: Apr. 14, 2025].Search in Google Scholar

[6] Dozr, “Tilt-Up construction: A comprehensive overview,” Dozr. [Online]. https://dozr.com/blog/tilt-up-construction? [Accessed: Apr. 14, 2025].Search in Google Scholar

[7] M. P. Bono, Tilt-up Concrete Panels: An Investigation of Flexural Stresses and Punching Shear During Lifting, USA, M. Eng. Dissertation, Dep. Civil and Environmental Engineering, Massachusetts Institute of Technology, 2011, https://dspace.mit.edu/handle/1721.1/66823.Search in Google Scholar

[8] M. Burke, Tilt-Up Technical Manual, Meadow Burke, USA. [Online]. Available: https://meadowburke.com/wp-content/uploads/2021/06/MB-Tilt-Manual-FINAL-1.pdf.Search in Google Scholar

[9] E. H. Payne, “Computer assisted flexural stress analysis of site-cast reinforced concrete tilt-up Wall panels during erection,” Concr. Int., vol. 2, no. 4, pp. 64–70, 1980, https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&id=8914.Search in Google Scholar

[10] Dayton Superior. Tilt-Werks, Dayton Superior. Accessed: Sep. 09, 2025. [Online]. Available: https://www.daytonsuperior.com/brands/accessories/tilt-werks/trial.Search in Google Scholar

[11] D. Superior. Tilt-Up Handbook: Concrete Construction Products, Rev. 09/24, Dayton Superior Corporation, USA. [Online]: https://www.daytonsuperior.com/docs/default-source/handbooks/tilt-up-handbook.pdf.Search in Google Scholar

[12] PanelsPluss v3.2.31, 2013. Inducta: https://www.inducta.com.au/PP_main.html.Search in Google Scholar

[13] Y. A. Onur and A. Özdemir, “Theoretical and experimental investigation of stress distribution in a crane hook,” Mater. Test., vol. 61, no. 6, pp. 573–578, 2019, https://doi.org/10.3139/120.111357.Search in Google Scholar

[14] S. M. Sait, P. Mehta, D. Gürses, and A. R. Yildiz, “Dynamic random walk-based sled dog optimization algorithm and artificial neural network for optimizing design engineering problems,” Mater. Test., vol. 67, no. 11, pp. 1803–1810, 2025, https://doi.org/10.1515/mt-2025-0172.Search in Google Scholar

[15] P. Mehta, S. M. Sait, D. Gürses, and A. R. Yıldız, “Aircraft wing rib component optimization using artificial neural network–assisted superb fairy-wren algorithm,” Mater. Test., vol. 67, no. 9, pp. 1520–1527, 2025, https://doi.org/10.1515/mt-2025-0135.Search in Google Scholar

[16] A. R. Özcan, P. Mehta, S. M. Sait, D. Gürses, and A. R. Yildiz, “A new neural network–assisted hybrid chaotic hiking optimization algorithm for optimal design of engineering components,” Mater. Test., vol. 67, no. 6, pp. 1069–1078, 2025, https://doi.org/10.1515/mt-2024-0519.Search in Google Scholar

[17] N. Panagant et al., “Multi-objective optimization of truss structures using the enhanced Lichtenberg algorithm,” Mater. Test., vol. 67, no. 2, pp. 297–312, 2025, https://doi.org/10.1515/mt-2024-0190.Search in Google Scholar

[18] A. Mortazavi and M. Moloodpoor, “Tactical flight optimizer: A novel optimization technique tested on mathematical, mechanical, and structural optimization problems,” Mater. Test., vol. 67, no. 2, pp. 330–352, 2025, https://doi.org/10.1515/mt-2024-0327.Search in Google Scholar

[19] R. Guillén-Rujano, V. Contreras, A. Palencia-Díaz, W. Velilla-Díaz, and A. Hernández-Pérez, “Shear stress solutions for curved beams: A structural analysis approach,” Materials, vol. 17, no. 23, p. 5982, 2024, https://doi.org/10.3390/ma17235982.Search in Google Scholar PubMed PubMed Central

[20] W. Velilla-Díaz et al.., “Fatigue life estimation model of repaired components with the expanded stop-hole technique,” Metals, vol. 14, no. 2, p. 182, 2024, https://doi.org/10.3390/met14020182.Search in Google Scholar

[21] W. Li, Q. Huang, and S. Chen, “A cable finite element formulation based on exact tension field for static nonlinear analysis of cable structures,” Thin-Walled Struct., vol. 205, 2024, https://doi.org/10.1016/j.tws.2024.112371.Search in Google Scholar

[22] W. Zhang, X. Zhang, Y. Chen, and X. Shen, “Analytical algorithm for determining anchor span strand tensions in the suspension bridge’s free-cable state,” Structures, vol. 65, 2024, https://doi.org/10.1016/j.istruc.2024.106648.Search in Google Scholar

[23] W. Zhang, J. Chang, and D. Feng, “Determination of main cable shape and hanger tensions of a suspension bridge based on the measured live-load deflection of the main beam: An analytical algorithm,” Eng. Struct., vol. 272, 2022, https://doi.org/10.1016/j.engstruct.2022.115031.Search in Google Scholar

[24] X. Wang, J. Zhao, Y. Sun, W. Yang, and B. Wang, “Analytical investigation of the in-plane modal properties of cable networks with cross-ties using a unified nondimensional model,” Structures, vol. 69, 2024, https://doi.org/10.1016/j.istruc.2024.107277.Search in Google Scholar

[25] J. González-Carbajal, “An analytical model for the drum-rope interaction in hoisting mechanisms and cable-driven systems,” Mech. Mach. Theor., vol. 207, 2025, https://doi.org/10.1016/j.mechmachtheory.2025.105939.Search in Google Scholar

[26] A. Konyukhov and K. Schweizerhof, “Frictional interaction of a spiral rope and a cylinder – 3D-Generalization of the euler-eytelwein formula considering pitch,” Computational Contact Mechanics, vol. 67, pp. 413–422, 2013, https://doi.org/10.1007/978-3-642-31531-2_14.Search in Google Scholar

[27] E. A. Melhem, Flexural Analysis of Tilt-up Wall Panels during Erection, Ohio, M.S. in Civil Engineering, dissertation, School of Engineering, University of Dayton, 1981, https://ecommons.udayton.edu/graduate_theses/11.Search in Google Scholar

[28] Z. Chen and B. Yao, “Modeling and analysis of a cable-pulley actuated lifting system,” IFAC-PapersOnLine, vol. 55, no. 37, pp. 320–325, 2022, https://doi.org/10.1016/j.ifacol.2022.11.204.Search in Google Scholar

[29] Building Code Requirements for Structural Concrete, American Concrete Institute, ACI 318-19, Sep. 11. [Online]. Available: https://www.concrete.org/.Search in Google Scholar

[30] M. Southcott and A. K. Tovey, Tilt-Up Concrete Buildings: Design and Construction Guide, Crowthorne, British Cement Association, 1998.Search in Google Scholar

[31] R. C. Hibbeler, Mechanics of Materials, 9th ed, USA, Pearson, 2014.Search in Google Scholar

[32] Cement and Concrete Association of New Zealand, Tilt-up Technical Manual (TM-34), [Online]. Available: https://www.scribd.com/document/157263394/TM34-Tilt-Up-Technical-Manual.Search in Google Scholar

[33] Cement Concrete & Aggregates Australia, & Concrete Institute of Australia, Guide to Tilt-Up Design and Construction (CCAA T55 / CIA Z10), [Online]. Available: https://www.ccaa.com.au/CCAA/CCAA/Docs/Technical/Guides/Guide_to_Tilt-up_Design_and_Construction.aspx.Search in Google Scholar

[34] Working Model 2D Technologies 6.0.0.11. (2003). Design Simulation Technologies, https://www.design-simulation.com/ The authors of this contribution.Search in Google Scholar


Supplementary Material

This article contains supplementary material (https://doi.org/10.1515/mt-2025-0430).


Published Online: 2026-01-23
Published in Print: 2026-03-26

© 2026 Walter de Gruyter GmbH, Berlin/Boston

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