Prediction of Flexural Stiffness of Wooden Beams with Cross-sectional Loss that Are Reinforced with Screwed Steel Plate Based on Numerical Simulation

Prediction of Flexural Stiffness of Wooden Beams with Cross-sectional Loss that Are Reinforced with Screwed Steel Plate Based on Numerical Simulation

As a biodegradable material, wood is subject to deterioration if proper conservation techniques are not observed. Thus, several buildings, especially those of historical heritage, present pathological manifestations that can cause accidents. The interventions in these constructions must be planned t...

Full description

Bibliographic Details
Main Authors: Pedro Ignácio Lima Gadêlha Jardim, Elen A. M. Morales, Túlio H. Panzera, Fernando J. R. Mascarenhas, Victor A. de Araujo, Herisson F. dos Santos, Emerson Faustino, Diego H. de Almeida, Francisco A. R. Lahr, André Luis Christoforo
Format: Article
Language:English
Published: North Carolina State University 2023-08-01
Series:BioResources
Subjects:
bending stiffness
structural recovery
reinforced timber structures
screwed steel plate
Online Access:https://ojs.cnr.ncsu.edu/index.php/BRJ/article/view/22784

Internet

https://ojs.cnr.ncsu.edu/index.php/BRJ/article/view/22784

Similar Items