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.

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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
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article

Deterministic τ-based clustering and mould optimization for reusable formwork in curved glulam construction

Kristof Crolla, Nichol Long Hin Wong, June-Hao Hou, Yu-Tung Cheng et al.
Journal of Computational Design and Engineering
Innovations in Concrete and Construction Materials
article

Deterministic τ-based clustering and mould optimization for reusable formwork in curved glulam construction

Kristof Crolla, Nichol Long Hin Wong, June-Hao Hou, Yu-Tung Cheng, Yilun Jiang, Pei-Hsien Hsu
article en

Abstract

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.

Journal of Computational Design and Engineering
National Yang Ming Chiao Tung University (TW), University of Hong Kong (HK)
Openalex Percentile: Top 6%
Innovations in Concrete and Construction Materials
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