Abide Aşıkoğlu, Paul Korswagen, and Jan Rots
i Postdoc, Delft University of Technology, Delft, The Netherlands, a.ashikoglu@tudelft.nl
ii Assistant Professor, Delft University of Technology, Delft, The Netherlands, p.a.korswageneguren@tudelft.nl
iii Full Professor, Delft University of Technology, Delft, The Netherlands, j.g.rots@tudelft.nl
ABSTRACT
This study presents a semi-automated, data-informed framework for selecting parameter-consistent numerical models to approximate the in-plane behaviour of clay and calcium silicate masonry walls. A comprehensive experimental campaign has been executed on full-scale unreinforced calcium silicate and clay masonry walls at Delft University of Technology. The in-plane response of these walls was evaluated based on stiffness, strength, damage intensity at equivalent drift levels, and the overall impact of the damage. The findings indicate that unreinforced calcium silicate masonry walls are more prone to damage through the brick units, while cracks in unreinforced clay masonry walls predominantly align with mortar joints. Calcium silicate walls tend to develop larger and more prominent cracks, often requiring the replacement of individual bricks for a complete repair. In contrast, the damage in clay walls is typically easier to address through repointing of mortar joints. A parametric finite element analysis was performed to investigate these failure mechanisms, systematically varying input parameters to generate 3,456 numerical simulations. Each model permutation was evaluated to select models that closely approximate observed experimental responses. Unlike conventional calibration methods, this framework systematically explores possible combinations of input and output parameters to identify numerical models that replicate key structural behaviours. The preliminary results demonstrate that multiple parameter combinations can yield numerical responses closely matching experimental observations, providing a structured approach for improving masonry modelling practices.
KEYWORDS: Data-informed numerical model selection, semi-automation, parametric analysis, unreinforced calcium silicate and clay masonry, in-plane behaviour, and numerical-experimental agreement.
117-Asikoglu.pdf
