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Fracture Toughness and Resistance-Curve Behaviour of Laminated Bamboo

dc.contributor.authorBello, Kabirat Omobolanle
dc.date.accessioned2019-08-08T14:35:25Z
dc.date.available2019-08-08T14:35:25Z
dc.date.issued2017-12-12
dc.identifier.urihttp://repository.aust.edu.ng/xmlui/handle/123456789/4911
dc.description.abstractIn this study, the fracture toughness and resistance curve behaviour of laminated panels, produced from the tropical Nigerian bamboo species Bambusa vulgaris, were investigated to assess its potential for use as an alternative construction material. Round bambooculms were processed into laminated panels. The Mode I fracture toughness K IC , and the resistance-curve (R-curve) behaviour of the laminates in the crack arrester and divider orientations were investigated using ASTM E399 single-end notch bend (SENB) specimens. Results showed that the bamboo laminate had a higher resistance to crack propagation in the arrester orientation than in the divider orientation, with average fracture toughness of 11.24 MPa √m and 8.51 Mpa √m respectively. Modest rising R-curve behaviour was observed in both orientations and the predicted estimates of the toughening levels using the small-scale bridging (SSB) and large-scale bridging (LSB) models showed trends that were consistent with the tests observed in the experimental resistance curves. The implications of these results are discussed, as it affects the use of bamboo laminate as an alternative construction material.en_US
dc.description.sponsorshipAUST and AfDB.en_US
dc.language.isoenen_US
dc.subjectBello Kabirat Omobolanleen_US
dc.subjectProf. Wole Soboyejoen_US
dc.subject2017 Materials Science and Engineering Thesesen_US
dc.subjectlaminated bamboo panelsen_US
dc.subjectalternative construction materialen_US
dc.subjectfracture toughnessen_US
dc.subjectresistance-curve behaviouren_US
dc.titleFracture Toughness and Resistance-Curve Behaviour of Laminated Bambooen_US
dc.typeThesisen_US


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