Investigating Factors Influencing Rolling Shear Performance of Australian CLT Feedstock

被引:2
|
作者
Kumar, Chandan [1 ,2 ]
Faircloth, Adam [1 ]
Shanks, Jon [3 ]
McGavin, Robert L. [1 ,4 ]
Li, Xin [5 ]
Ashraf, Mahmud [5 ]
Subhani, Mahbube [5 ]
机构
[1] Queensland Dept Agr & Fisheries, Salisbury Res Facil, Hort & Forestry Sci, 50 Evans Rd, Salisbury, Qld 4107, Australia
[2] Univ Southern Queensland, Sch Engn, Springfield, Qld 4300, Australia
[3] TimberED Serv, POB 8096, Hilton, WA 6163, Australia
[4] Univ Queensland, Sch Civil Engn, Brisbane, Qld 4072, Australia
[5] Deakin Univ, Sch Engn, Geelong Waurn Ponds, Geelong, Vic 3216, Australia
来源
FORESTS | 2023年 / 14卷 / 04期
基金
澳大利亚研究理事会;
关键词
timber; cross laminated timber (CLT); rolling shear; Australian pine; aspect ratio; modulus of elasticity; STRENGTH; MODULUS; SPRUCE; KNOTS; WOOD;
D O I
10.3390/f14040711
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
This paper presents an investigation on the influence of various factors on rolling shear (RS) properties of timber feedstock for cross laminated timber (CLT) available from Australian plantation forest resources. Comparison of RS properties between three softwood species namely southern pine, radiata pine and hoop pine are presented. Furthermore, the effect of modulus of elasticity (MOE), equilibrium moisture content (EMC), aspect ratio, knots and projection length on rolling shear behaviour were investigated. Mean RS modulus for radiata pine, southern pine and hoop pine samples were 74.7 MPa, 87.1 MPa and 99.7 MPa, whilst the RS strength of those species were 2.6 MPa, 3.1 MPa and 3.7 MPa, respectively. Radiata pine samples exhibited the lowest values for RS modulus and strength, almost 30% less than those of hoop pine samples. The study confirmed that the density and MOE had a very weak correlation with RS properties for all pine species. There was an obvious decrease in RS modulus (by 18%) when the woods' conditioned EMC changed from 8% to 12%. A further 33% decrease was observed when the woods' conditioned EMC increased from 12% to 16%. However, the percentage increase in RS strength was found to be 23% higher in wood with 12% conditioned EMC while compared against wood conditioned to 16% EMC. RS strength improved with increased aspect ratio; however, RS modulus remained almost unaffected. Moreover, the projection length that resulted in the load passing through the centroid of the specimen resulted in lower RS modulus values, but the presence of knots improved both RS strength and modulus for all three tested species.
引用
收藏
页数:22
相关论文
共 50 条
  • [21] Research trends in hybrid cross-laminated timber (Clt) to enhance the rolling shear strength of clt1 kor app
    Yang S.M.
    Lee H.H.
    Kang S.G.
    Journal of the Korean Wood Science and Technology, 2021, 49 (04): : 336 - 359
  • [22] Factors influencing dropout and academic performance: an Australian higher education equity perspective
    Li, Ian W.
    Carroll, David R.
    JOURNAL OF HIGHER EDUCATION POLICY AND MANAGEMENT, 2020, 42 (01) : 14 - 30
  • [23] FACTORS INFLUENCING THE USE OF PERFORMANCE INFORMATION FOR DECISION MAKING IN AUSTRALIAN STATE AGENCIES
    Taylor, Jeannette
    PUBLIC ADMINISTRATION, 2011, 89 (04) : 1316 - 1334
  • [24] Factors influencing the enzymatic hydrolysis of soy molasses into fermentation feedstock
    Sancheti, Ashwin
    Thompson, Erica R.
    Ju, Lu-Kwang
    ENZYME AND MICROBIAL TECHNOLOGY, 2023, 170
  • [25] Rolling shear failure damage evolution process of CLT based on AE technology and DIC method
    Ting Wang
    Yin Yang
    Yue Li
    Zhiqiang Wang
    Yingchun Gong
    Jianhui Zhou
    Meng Gong
    European Journal of Wood and Wood Products, 2022, 80 : 719 - 730
  • [26] Investigation of rolling shear properties of cross-laminated timber (CLT) and comparison of experimental approaches
    Nero, Richard
    Christopher, Philip
    Ngo, Tuan
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 316
  • [27] Investigation of influencing factors on rolling bearing stiffness
    Untersuchung der einflussfaktoren auf die wälzlagersteifigkeit
    2018, VDI Fachmedien GmBbH & Co. (2018):
  • [28] Rolling shear failure damage evolution process of CLT based on AE technology and DIC method
    Wang, Ting
    Yang, Yin
    Li, Yue
    Wang, Zhiqiang
    Gong, Yingchun
    Zhou, Jianhui
    Gong, Meng
    EUROPEAN JOURNAL OF WOOD AND WOOD PRODUCTS, 2022, 80 (03) : 719 - 730
  • [29] Seismic performance of RC frame structures with infill CLT shear walls
    Too, Richard Yip Je
    Sakashita, Masanobu
    Isoda, Hiroshi
    Araki, Yasuhiro
    ENGINEERING STRUCTURES, 2024, 303
  • [30] Experimental and numerical performance of shear connections in CLT–concrete composite floor
    Khai Quang Mai
    Aron Park
    Kihak Lee
    Materials and Structures, 2018, 51