Stiffness and toughness gradation of bamboo from a damage tolerance perspective. (15th June 2018)
- Record Type:
- Journal Article
- Title:
- Stiffness and toughness gradation of bamboo from a damage tolerance perspective. (15th June 2018)
- Main Title:
- Stiffness and toughness gradation of bamboo from a damage tolerance perspective
- Authors:
- Mannan, Sayyad
Parameswaran, Venkitanarayanan
Basu, Sumit - Abstract:
- Highlights: Detailed characterization of a variety of bamboo as a transversely isotropic, radially graded material has been conducted. Fracture resistance curves have been obtained under all possible combinations of crack growth and loading direction. The roles of the taper profile and radial grading of properties have been investigated. It is suggested that the plant ensures survival by converting all short flaws into longitudinally propagating ones. Abstract: Typical bamboo plants, in order to gain phototropic advantage over other land plants, are known to achieve heights of up to 20 m. They have also evolved radially graded and have almost transversely isotropic elastic properties (with the longitudinal direction being the axis of isotropy) primarily owing to the areal distribution of fibre bundles. These bundles are densely packed in the outer periphery of the cross section and sparsely in the inner. As shown in a previous work (Mannan et al., 2016), the axial modulus of a bamboo culm can be estimated from a careful measurement of the angle that cellulose microfibrils make with the axis of the fibres and their areal density distribution. In the first part of this paper, using these micromechanical estimates as the starting point and a combination of digital image correlation and Finite Element simulations, more complete information about the overall stiffness of a culm and its variation across the radius is obtained. Further, these stiffness measurements are used toHighlights: Detailed characterization of a variety of bamboo as a transversely isotropic, radially graded material has been conducted. Fracture resistance curves have been obtained under all possible combinations of crack growth and loading direction. The roles of the taper profile and radial grading of properties have been investigated. It is suggested that the plant ensures survival by converting all short flaws into longitudinally propagating ones. Abstract: Typical bamboo plants, in order to gain phototropic advantage over other land plants, are known to achieve heights of up to 20 m. They have also evolved radially graded and have almost transversely isotropic elastic properties (with the longitudinal direction being the axis of isotropy) primarily owing to the areal distribution of fibre bundles. These bundles are densely packed in the outer periphery of the cross section and sparsely in the inner. As shown in a previous work (Mannan et al., 2016), the axial modulus of a bamboo culm can be estimated from a careful measurement of the angle that cellulose microfibrils make with the axis of the fibres and their areal density distribution. In the first part of this paper, using these micromechanical estimates as the starting point and a combination of digital image correlation and Finite Element simulations, more complete information about the overall stiffness of a culm and its variation across the radius is obtained. Further, these stiffness measurements are used to determine crack resistance curves for almost all crack growth and loading direction combinations possible in a radially graded, transversely isotropic material. Finally, these fracture toughness measurements are used to show how the radially graded stiffness and toughness helps bamboo to convert flaws of all orientations into ones that propagate in a splitting mode along the length of the fibres. It is surmised that, under bending loads, the fracture toughnesses in various orientations have evolved in a manner as to trigger easy kinking of all flaws to the longitudinal direction. … (more)
- Is Part Of:
- International journal of solids and structures. Volume 143(2018)
- Journal:
- International journal of solids and structures
- Issue:
- Volume 143(2018)
- Issue Display:
- Volume 143, Issue 2018 (2018)
- Year:
- 2018
- Volume:
- 143
- Issue:
- 2018
- Issue Sort Value:
- 2018-0143-2018-0000
- Page Start:
- 274
- Page End:
- 286
- Publication Date:
- 2018-06-15
- Subjects:
- Bamboo -- Functionally graded material -- Mechanical properties -- Fracture properties -- Structure-property-function correlations
Mechanics, Applied -- Periodicals
Structural analysis (Engineering) -- Periodicals
Elastic solids -- Periodicals
Mécanique appliquée -- Périodiques
Constructions, Théorie des -- Périodiques
Solides élastiques -- Périodiques
Elastic solids
Mechanics, Applied
Structural analysis (Engineering)
Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00207683 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.ijsolstr.2018.03.018 ↗
- Languages:
- English
- ISSNs:
- 0020-7683
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4542.650000
British Library DSC - BLDSS-3PM
British Library STI - ELD Digital store - Ingest File:
- 12882.xml