Experimental research on flexural performance of dowel laminated timber composed of LVL made from fast-growing larch

被引:0
作者
Fu, Haiyan [1 ]
Li, Zheng [1 ,2 ]
He, Minjuan [1 ,2 ]
机构
[1] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Sate Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
BEAMS;
D O I
10.1007/s00107-025-02239-7
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
Based on the dowel laminate timber production method and the laminated veneer lumber (LVL) material characteristic, a new type of mass timber, known as dowel laminated veneer lumber (DLVL), was developed using small-thickness LVL made from fast-growing larch (Larix gmelinii Rupr), which could be made into beams with large cross-sections. Four-point bending tests were carried out on DLVL beams. The flexural performance of vertical DLVL (V-DLVL) and horizontal DLVL (H-DLVL) beams was compared. The impacts of lamina thickness and width on the flexural strength and effective flexural stiffness of H-DLVL beams were further investigated. The prediction formulas of the flexural capacity and effective flexural stiffness of H-DLVL beams were proposed. The results showed that the flexural strength and effective flexural stiffness of H-DLVL beams were about 2 and 8 times that of V-DLVL beams with the same cross-section, respectively. The flexural performance of H-DLVL beams made from fast-growing wood was comparable with that of other engineered wood beams. The lamina thickness combination affected the flexural performance of H-DLVL beams. When the beam cross-section was constant, the flexural strength of H-DLVL beams composed of 20 mm and 40 mm mixed thickness LVL laminae was a little higher than that of H-DLVL beams only composed of 20 mm or 40 mm thickness LVL laminae. The prediction formulas considering the size effect could successfully predict the flexural capacity, maximum deflection, and effective flexural stiffness of H-DLVL beams.
引用
收藏
页数:15
相关论文
共 38 条
[1]  
[Anonymous], 2020, ASTM D4442-20
[2]  
[Anonymous], 2017, GB50005-2017
[3]  
[Anonymous], 2021, Standard Test Methods of Static Tests of Lumber in Structural Sizes: ASTM D198-21a
[4]  
[Anonymous], 2005, Design of steel structures-Part 1.1: General rules and rules for buildings. EN 1993-1-1:2005
[5]  
[Anonymous], 2012, Timber Structures-Structural Timber and Glued Laminated Timber-Determination of Some Physical and Mechanical Properties
[6]  
[Anonymous], 2022, ASTM D2395-17
[7]   MECHANICAL PROPERTIES OF LAMINATED VENEER LUMBER BEAMS STRENGTHENED WITH CFRP SHEETS [J].
Bakalarz, M. ;
Kossakowski, P. G. .
ARCHIVES OF CIVIL ENGINEERING, 2019, 65 (02) :57-66
[8]   Advanced numerical investigation on adhesive free timber structures [J].
Bouhala L. ;
Fiorelli D. ;
Makradi A. ;
Belouettar S. ;
Sotayo A. ;
Bradley D.F. ;
Guan Z. .
Composite Structures, 2021, 246
[9]   Experimental Investigation on Dowel Laminated Timber Made of Uruguayan Fast-Grown Species [J].
Bruzzone, Gaston ;
Godoy, Daniel ;
Quagliotti, Sebastian ;
Arrejuria, Stephany ;
Bothig, Silvia ;
Moya, Laura .
FORESTS, 2023, 14 (11)
[10]  
Chang SY, 2020, China Prod Ind, V57, P9, DOI [10.19531/j.issn1001-5299.202007003, DOI 10.19531/J.ISSN1001-5299.202007003]