Details
Original language | English |
---|---|
Title of host publication | Shell Structures: Theory and Applications |
Subtitle of host publication | Proceedings of the 11th International Conference on Shell Structures: Theory and Applications, SSTA 2017 |
Editors | Wojciech Pietraszkiewicz, Wojciech Witkowski |
Pages | 69-72 |
Number of pages | 4 |
Volume | 4 |
Publication status | Published - 2017 |
Event | 11th International Conference on Shell Structures: Theory and Applications, SSTA 2017 - Gdańsk, Poland Duration: 11 Oct 2017 → 13 Oct 2017 |
Abstract
We present recent work on optimization and failure modelling of ribbed cross-laminated timber (CLT) plates. A procedure for economic design of such plates is described. It can be used for computation of an optimized geometric configuration, i.e. dimensions and spacing of the ribs and the thickness of layers. The optimized configuration complies with the design code or technical approval requirements with respect to the allowed displacements, stresses, fundamental eigenfrequency and residual plate stiffness in the case of fire. In order to estimate the limit load, limit ductility and failure mechanism of a ribbed CLT plate, a numerical model for a complete failure analysis is considered. The studied model is based on the Hashin failure criteria. The material softening is described by a smeared crack approach. Numerical examples are provided to illustrate both the optimization procedure and numerical model for the failure analysis of ribbed CLT plates.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Engineering(all)
- Architecture
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Shell Structures: Theory and Applications: Proceedings of the 11th International Conference on Shell Structures: Theory and Applications, SSTA 2017. ed. / Wojciech Pietraszkiewicz; Wojciech Witkowski. Vol. 4 2017. p. 69-72.
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Design optimization and failure modelling of ribbed cross-laminated timber plates
AU - Brank, B.
AU - Stanić, A.
AU - Lavrenčič, M.
AU - Hudobivnik, B.
N1 - Funding information: The financial support of the WoodWisdom-Net+ initiative and the Slovenian Ministry of Education, Science and Sport is gratefully acknowledged. We thank Iztok Šušteršic? for many helpful discussions.
PY - 2017
Y1 - 2017
N2 - We present recent work on optimization and failure modelling of ribbed cross-laminated timber (CLT) plates. A procedure for economic design of such plates is described. It can be used for computation of an optimized geometric configuration, i.e. dimensions and spacing of the ribs and the thickness of layers. The optimized configuration complies with the design code or technical approval requirements with respect to the allowed displacements, stresses, fundamental eigenfrequency and residual plate stiffness in the case of fire. In order to estimate the limit load, limit ductility and failure mechanism of a ribbed CLT plate, a numerical model for a complete failure analysis is considered. The studied model is based on the Hashin failure criteria. The material softening is described by a smeared crack approach. Numerical examples are provided to illustrate both the optimization procedure and numerical model for the failure analysis of ribbed CLT plates.
AB - We present recent work on optimization and failure modelling of ribbed cross-laminated timber (CLT) plates. A procedure for economic design of such plates is described. It can be used for computation of an optimized geometric configuration, i.e. dimensions and spacing of the ribs and the thickness of layers. The optimized configuration complies with the design code or technical approval requirements with respect to the allowed displacements, stresses, fundamental eigenfrequency and residual plate stiffness in the case of fire. In order to estimate the limit load, limit ductility and failure mechanism of a ribbed CLT plate, a numerical model for a complete failure analysis is considered. The studied model is based on the Hashin failure criteria. The material softening is described by a smeared crack approach. Numerical examples are provided to illustrate both the optimization procedure and numerical model for the failure analysis of ribbed CLT plates.
UR - http://www.scopus.com/inward/record.url?scp=85063861292&partnerID=8YFLogxK
U2 - 10.1201/9781315166605-10
DO - 10.1201/9781315166605-10
M3 - Conference contribution
AN - SCOPUS:85063861292
SN - 9781138050457
VL - 4
SP - 69
EP - 72
BT - Shell Structures: Theory and Applications
A2 - Pietraszkiewicz, Wojciech
A2 - Witkowski, Wojciech
T2 - 11th International Conference on Shell Structures: Theory and Applications, SSTA 2017
Y2 - 11 October 2017 through 13 October 2017
ER -