Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/115800
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorResearch Centre for Nature-based Urban Infrastructure Solutionsen_US
dc.creatorGu, ZZen_US
dc.creatorLi, Gen_US
dc.creatorZhang, Men_US
dc.creatorLooi, DTWen_US
dc.creatorLiu, SWen_US
dc.date.accessioned2025-11-03T04:29:30Z-
dc.date.available2025-11-03T04:29:30Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/115800-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectAnisotropic behavioren_US
dc.subjectBamboo scrimberen_US
dc.subjectFailure mechanismsen_US
dc.subjectMechanical propertiesen_US
dc.subjectNeosinocalamus affinisen_US
dc.subjectStress-strain modelen_US
dc.titleExperimental study on tensile and compressive properties of neosinocalamus affinis-based bamboo scrimberen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume492en_US
dc.identifier.doi10.1016/j.conbuildmat.2025.143059en_US
dcterms.abstractEngineered bamboo has emerged as a promising material for sustainable construction. However, its mechanical performance varies significantly depending on species and manufacturing processes. Among these, neosinocalamus affinis-based bamboo scrimber (NABS) shows strong potential as a structural material, but its mechanical properties remain insufficiently characterized. This study systematically investigates the mechanical behavior of NABS through tensile and compressive tests along the longitudinal, radial, tangential, and 45° off-axis fiber orientations. Digital image correlation (DIC), video extensometer, and strain gauges are employed to capture the stress-strain responses. At the same time, macroscopic observations and scanning electron microscopy (SEM) are utilized to examine the fracture mechanisms. The experimental results reveal that NABS displays exceptional mechanical properties, particularly in the fiber-parallel orientation, achieving a tensile strength of 214.33 MPa, elastic modulus of 24.23 GPa, compressive strength of 110.50 MPa, and elastic modulus of 29.38 GPa. These properties demonstrate superior tensile performance, surpassing those of conventional timber and other engineered bamboo products of tensile performance two to three times, while maintaining competitive compressive performance. However, pronounced anisotropy leads to significantly reduced strength and stiffness perpendicular to fiber orientation. The extended Hankinson's formula is applied to predict off-axis mechanical properties, achieving strength and elastic modulus prediction errors below 10 %. To support structural design, characteristic strength and modulus values are derived using nonparametric and parametric methods, respectively. A direction-specific stress-strain model is also developed to describe the anisotropic behavior of NABS. These findings enhance the fundamental understanding of NABS mechanics and provide guidelines for optimizing structural design parameters, promoting the adoption of engineered bamboo materials in sustainable infrastructure.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 19 Sept. 2025, v. 492, 143059en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2025-09-19-
dc.identifier.scopus2-s2.0-105012940092-
dc.identifier.artn143059en_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000323/2025-09-
dc.description.fundingSourceSelf-fundeden_US
dc.description.fundingTextFunding text 1: This research was supported by the Environment and Conservation Fund through the project \u201CDeveloping Modular Engineered Bamboo Hoarding Structures for Carbon-neutral Construction \u201D (Project No. ECF 153/2024 ), and the Research Centre for Nature-based Urban Infrastructure Solutions ( P0053045 ) at The Hong Kong Polytechnic University . We also acknowledge Sichuan Bamboo Era Technology Co., Ltd for their support in material manufacturing and specimen fabrication.; Funding text 2: This research was supported by the Environment and Conservation Fund through the project \u201CDeveloping Modular Engineered Bamboo Hoarding Structures for Carbon-neutral Construction\u201D (Project No. ECF 153/2024), and the Research Centre for Nature-based Urban Infrastructure Solutions (P0053045) at The Hong Kong Polytechnic University. We also acknowledge Sichuan Bamboo Era Technology Co. Ltd for their support in material manufacturing and specimen fabrication.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-09-19en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-09-19
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