Deterministic τ-based clustering and mould optimization for reusable formwork in curved glulam construction
Abstract This paper presents a deterministic computational workflow for the rationalization of curved glue-laminated beam assemblies through tolerance-based clustering and mold optimization. The method computes equilibrium catenary geometries, evaluates directed Hausdorff deviation, groups beams under a user-defined tolerance threshold, and optimizes shared mold families to reduce formwork requirements. It outputs the number of input curves, the cluster count, the maximum deviation per family, and a tolerance-cluster relationship that supports early-stage design-to-fabrication decision-making. Applied to a curved glulam roof case study, the workflow shows how tolerance governs mold reduction, with three- and eight-cluster scenarios demonstrating the trade-off between geometric fidelity and fabrication complexity, while keeping deviations below one %. A full-scale prototype fabricated from a single optimized jig further demonstrates practical feasibility and controlled as-built accuracy in a low-resource fabrication setting.
Authors
- Kristof Crolla (ORCID: https://orcid.org/0000-0002-1921-395X)
- Nichol Long Hin Wong
- June-Hao Hou (ORCID: https://orcid.org/0000-0002-8362-7719)
- Yu-Tung Cheng
- Yilun Jiang (ORCID: https://orcid.org/0009-0005-8613-4177)
- Pei-Hsien Hsu (ORCID: https://orcid.org/0000-0003-1289-9159)
Institutions
- National Yang Ming Chiao Tung University (TW)
- University of Hong Kong (HK)
Publication Details
- Journal
- Journal of Computational Design and Engineering
- Published
- 2026-04-27
- DOI
- https://doi.org/10.1093/jcde/qwag042
- Primary Topic
- Innovations in Concrete and Construction Materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00