A three-dimensional plasticity-damage constitutive model for timber under cyclic loads
- Submitting institution
-
Imperial College of Science, Technology and Medicine
- Unit of assessment
- 12 - Engineering
- Output identifier
- 345
- Type
- D - Journal article
- DOI
-
10.1016/j.compstruc.2017.09.010
- Title of journal
- Computers and Structures
- Article number
- -
- First page
- 47
- Volume
- 195
- Issue
- 1
- ISSN
- 0045-7949
- Open access status
- Compliant
- Month of publication
- October
- Year of publication
- 2017
- URL
-
-
- Supplementary information
-
10.1016/j.compstruc.2017.09.010
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
2
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This is the first computational model to accurately capture all key characteristics for accurate modelling of timber subjected to extreme loads such as earthquakes. The model was subsequently validated against experiments (doi: 10.1016/j.engstruct.2019.109682), and has now been implemented in the commercially-available software DIANA (www.dianafea.com). It was the subject of invited presentations at City University (UK) and Hunan (China). Peruvian funding agency, FONDECYT, initially supported the research, and is now supporting a second research student (Placencia, £65K) to extend this research to long-term actions.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -