The effects of densification on rolling shear performance of southern yellow pine cross-laminated timber

被引:5
作者
Pradhan, Suman [1 ]
Entsminger, Edward D. [1 ]
Mohammadabadi, Mostafa [1 ]
Ragon, Kevin [1 ]
Nkeuwa, William Nguegang [2 ,3 ]
机构
[1] Mississippi State Univ, Coll Forest Resources CFR, Forest & Wildlife Res Ctr FWRC, Dept Sustainable Bioprod, Mississippi State, MS 39762 USA
[2] Henkel, Engn Wood, Applicat Engn, Mississauga, ON, Canada
[3] Virginia Tech, Coll Nat Resources & Environm, Dept Sustainable Biomat, Blacksburg, VA USA
关键词
Cross laminated timber (CLT); Densification; Southern yellow pine (SYP); Modified planar test; Rolling shear strength; MECHANICAL PERFORMANCE; PLANAR SHEAR; WOOD; STRENGTH; MODULUS; SPRUCE; LUMBER;
D O I
10.1016/j.conbuildmat.2023.132024
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study evaluated the improvement in the shear performance of cross-laminated timber (CLT) through the densification of the transverse layers. Loblolly pine (Pinus taeda L., one of ten species known as Southern Yellow Pine (SYP)) lumber was used to fabricate CLT rolling shear specimens. Considering the compression ratio, thickness reduction to the initial thickness, lumber with an average density of 641.23 kg/m3 was compressed to three different levels: 16.67%, 33.33%, and 50.00%. For this compression, a thermomechanical densification technique was employed, in which lumber was softened by soaking in boiling water for 10 min and then hotpressed at 140 degrees C to the target thicknesses. To differentiate the improvement in the shear performance due to the increased density from that of the aspect ratio, non-densified lumbers with the same aspect ratio as densified specimens were also used to fabricate CLT rolling shear specimens. The rolling shear performance of CLT specimens was evaluated using modified planar shear testing. The rolling shear strength increased by about 108% when the transverse layer was compressed for 50%. Likewise, it was found that there is a linear relationship between the percentage of increase in rolling shear strength and the compression ratio. Although the increased aspect ratio improves the rolling shear strength, results revealed that specimens with densified transverse layers outperformed those with non-densified specimens at the same aspect ratio.
引用
收藏
页数:6
相关论文
共 38 条
  • [1] Hybrid cross-laminated timber plates with beech wood cross-layers
    Aicher, Simon
    Hirsch, Maren
    Christian, Zachary
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 124 : 1007 - 1018
  • [2] Rolling shear modulus and strength of beech wood laminations
    Aicher, Simon
    Christian, Zachary
    Hirsch, Maren
    [J]. HOLZFORSCHUNG, 2016, 70 (08) : 773 - 781
  • [3] Back E.L., 1982, TAPPI J TECHNICAL AS
  • [4] Shear Properties of Eastern Hemlock with Respect to Fiber Orientation for Use in Cross Laminated Timber
    Bahmanzad, A.
    Clouston, P. L.
    Arwade, S. R.
    Schreyer, A. C.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (07)
  • [5] Durability of phenolic-resin-treated oil palm wood against subterranean termites a white-rot fungus
    Bakar, Edi Suhaimi
    Hao, Jun
    Ashaari, Zaidon
    Yong, Adrian Choo Cheng
    [J]. INTERNATIONAL BIODETERIORATION & BIODEGRADATION, 2013, 85 : 126 - 130
  • [6] Effects of semi-isostatic densification of wood on the variation in strength properties with density
    Blomberg, J
    Persson, B
    Blomberg, A
    [J]. WOOD SCIENCE AND TECHNOLOGY, 2005, 39 (05) : 339 - 350
  • [7] BSI British Standards Institutions, 2015, BS EN 16351-Timber structures-Cross laminated timber-Requirements
  • [8] Buck D., 2016, WORLD C TIMB ENG WCT
  • [9] Densification of timber: a review on the process, material properties, and application
    Cabral, John Paul
    Kafle, Bidur
    Subhani, Mahbube
    Reiner, Johannes
    Ashraf, Mahmud
    [J]. JOURNAL OF WOOD SCIENCE, 2022, 68 (01)
  • [10] Evaluation of the effect of knots on rolling shear strength of cross laminated timber (CLT)
    Cao, Yawei
    Street, Jason
    Li, Minghao
    Lim, Hyungsuk
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 222 : 579 - 587