Back to Search
Start Over
Discrete ply modelling of open hole tensile tests
- Source :
- Composite Structures, Composite Structures, 2014, vol. 113, pp. 369-381. ⟨10.1016/j.compstruct.2014.03.031⟩, Composite Structures, Elsevier, 2014, vol. 113, pp. 369-381. ⟨10.1016/j.compstruct.2014.03.031⟩
- Publication Year :
- 2014
- Publisher :
- Elsevier, 2014.
-
Abstract
- International audience; The Discrete Ply Modelling (DPM) method, previously applied with success to out-of-plane loading such as impact or pull-through, is used to model open hole tensile tests. According to the literature, this kind of test is relevant to assess the efficiency of a modelling strategy. Four different stacking sequences are tested and the failure scenario and patterns are well predicted. The main advantages of DPM are the very small number of parameters required and the robustness of the models. The main drawback is the computation cost.
- Subjects :
- Engineering
business.industry
Small number
Computation
Matériaux
Stacking
Failure
02 engineering and technology
Structural engineering
021001 nanoscience & nanotechnology
Open-hole tensile test
[SPI.MAT]Engineering Sciences [physics]/Materials
020303 mechanical engineering & transports
0203 mechanical engineering
Robustness (computer science)
Ultimate tensile strength
Discrete modelling
Ceramics and Composites
0210 nano-technology
business
Laminate
Open hole
Civil and Structural Engineering
Subjects
Details
- Language :
- English
- ISSN :
- 02638223
- Database :
- OpenAIRE
- Journal :
- Composite Structures
- Accession number :
- edsair.doi.dedup.....8060586c56a30f4c9aefec944214ebe0
- Full Text :
- https://doi.org/10.1016/j.compstruct.2014.03.031⟩