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This document provides an overview of creep in timber, a viscoelastic material property where permanent deformation increases over time under constant loading. It discusses three phases of creep (primary, secondary, tertiary), factors that influence creep such as load direction relative to grain, stress type, moisture content, and temperature. Experimental data on different wood species shows creep is highest perpendicular to grain and in shear stresses. Higher temperatures and moisture content variations a

Author

cenewo7114

Language

EN