Elasto-plastic modeling of wood bolted connections
β Scribed by N. Kharouf; G. McClure; I. Smith
- Publisher
- Elsevier Science
- Year
- 2003
- Tongue
- English
- Weight
- 331 KB
- Volume
- 81
- Category
- Article
- ISSN
- 0045-7949
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β¦ Synopsis
A plasticity based constitutive compressive material model is proposed to model wood as elasto-plastic orthotropic according to the Hill yield criterion in regions of bi-axial compression. Linear elastic orthotropic material response is applied otherwise with maximum stresses taken as failure criteria. The model is implemented in the finite element code to carry out the analysis of bolted connections using ADINA software. Reasonable agreement is found between numerical simulations and experimental measurements of local and global deformation of one-bolt connection. The predicted failure modes are consistent with experimental observations.
π SIMILAR VOLUMES
On the basis of an extensive experimental program of axisymmetric triaxial compression and extension tests, the mechanical behaviour of a weak sandstone (Red Wildmoor sandstone) is analysed and modelled within the frame of the theory of elastoplasticity. Stress-dependent elasticity and damage are in