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Julia Graczyk

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Review Open access 2026

Optimization in structural design of corrugated board: Existing techniques, current gaps, and future perspectives

Corrugated board, traditionally used in packaging, is increasingly explored as a structural material for lightweight engineering applications, including furniture, panels, and temporary building components. This transition requires moving beyond empirical design rules toward performance-driven and optimization-based methodologies. This paper presents a critical review of optimization techniques applied to the structural design of corrugated board, with emphasis on the mechanical and numerical foundations required for physically reliable optimization. The reviewed studies were selected from major scientific databases using keywords related to corrugated board, structural optimization, finite element modeling, homogenization, surrogate modeling, machine learning, hygro-mechanical behavior, failure mechanisms, and experimental validation. Unlike earlier reviews focused mainly on industrial optimization practices and algorithms, this review highlights model fidelity, validation hierarchy, moisture sensitivity, local failure, interface damage, and the maturity of data-driven workflows. Analytical models, finite element approaches, homogenization frameworks, reduced-order models, and surrogate-assisted strategies are discussed in terms of their applicability to iterative optimization. Key design variables, including flute geometry, layer configuration, material anisotropy, and environmental conditions, are related to stiffness, strength, stability, ECT, BCT, and material efficiency. The main gaps include limited validation, simplified moisture-dependent and failure descriptions, weak interface-damage modeling, and the early development of digital-twin concepts for corrugated board design.

Tomasz Garbowski, Julia Graczyk, Dawid Karasiewicz · 0 citations
Open access Sep 2026

Comparative analysis of concrete constitutive models in flexural beams using digital image correlation

This study investigates the influence of constitutive model parameters on both the global and local response of reinforced concrete beams. Advanced numerical simulations require appropriate material models to represent the specimen behaviour, so this research compares simplified engineering procedures with the concrete damage plas - ticity (CDP) model. A single representative specimen was analysed using a high-resolution digital image correlation (DIC) system to provide dense experimental data for precise calibration. The investigation focuses on identifying the specific tension stiffening description that best reflects the fracture kinematics recorded by the optical system. Results indicate that the strain-dependent approach (specifically the Massicotte model) offers superior consistency with experimental crack patterns and load-deflection curves. In contrast, models based on fracture energy exhibited unphysical blurring of damage zones and poorer crack localization. The study concludes that broad validation extending beyond global load-deflection curves, utilizing local displacement fields from DIC, is essential for an objective assessment of numerical model quality and the optimization of concrete structure design.

Dawid Karasiewicz, Julia Graczyk, Michał Demby et al. · 0 citations