Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/26335
Title: Fracture mechanisms of softwood under longitudinal tensile load at the cell wall scale
Authors: Wang, D
Lin, L
Fu, F
Fan, M
Keywords: crack propagation;fracture initiation;longitudinal tensile load;softwood
Issue Date: 20-Dec-2019
Publisher: De Gruyter
Citation: Wang, D. et al. (2020) 'Fracture mechanisms of softwood under longitudinal tensile load at the cell wall scale', Holzforschung, 74 (7), pp. 715 - 724. doi: 10.1515/hf-2019-0112.
Abstract: This study was undertaken to elucidate the longitudinal tensile fracture behaviors of softwood at the cell wall scale by means of microscopic analyses. The fracture types of the tracheids at the different fracture surfaces were also distinguished. The results indicated that the main tracheid fracture of the earlywood (EW) sample was transverse transwall breakage. The tracheid fracture process of the transverse transwall breakage was initiated as a fracture in the S2 layer, with the crack propagating into the S1/S2 interface. For the EW/latewood (LW) sample, the strain concentration and initial crack under longitudinal tensile load generally occurred in wood rays in the EW part, which caused the tracheids to experience transverse transwall breakage. The differences in longitudinal and transverse strains between EW and LW under longitudinal tensile load led to shear stress and parallel-to-grain cracks occurring at the growth ring border. When the crack propagated along the wood grain in the EW tissue or growth ring boundary, this resulted in EW longitudinal transwall breakage. However, when the crack propagates along the wood grain in the LW tissue, it could cause the LW tracheid to undergo intrawall breakage, with the crack occurring predominantly at the compound middle lamella (CML)/S1 interface region.
URI: https://bura.brunel.ac.uk/handle/2438/26335
DOI: https://doi.org/10.1515/hf-2019-0112
ISSN: 0018-3830
Other Identifiers: ORCID iD: Mizi Fan https://orcid.org/0000-0002-6609-3110
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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