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(c,d) Magnetization angles in the ψ-frame [black arrows in panel (a)] for the head-to-head and tail-to-tail domain walls, respectively; ϰ = 0.1, σ = 0.5. Symbols correspond to simulations (each tenth chain site is plotted), and solid lines to Ansatz (3). ...
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4. The finite element analysis results showed that when the bolt and the PC panel were assumed to be fully composite, the finite element model overestimated the shear strength of the specimen. However, when the constitutive laws for the bond–slip relationship suggested in the fib model code ...
Cost factor analysis for timber–concrete composite with a lightweight plywood rib floor panel. Buildings 2022, 12, 761. [CrossRef] 11. Loss, C.; Pacchioli, S.; Polastri, A.; Casagrande, D.; Pozza, L.; Smith, I. Numerical study of alternative seismic-resisting systems for CLT ...