Scientia Silvae Sinicae ›› 2020, Vol. 56 ›› Issue (7): 123-134.doi: 10.11707/j.1001-7488.20200713
Previous Articles Next Articles
Zhaohui Wang,Yangbo Lü,Beiqing Ge,Zhongli Zhang,Guannan Su,Zhaopeng Tian
Received:
2019-03-12
Online:
2020-07-25
Published:
2020-08-11
CLC Number:
Zhaohui Wang,Yangbo Lü,Beiqing Ge,Zhongli Zhang,Guannan Su,Zhaopeng Tian. Bearing Performance of Dowel Connection with Slotted-in Steel Plates in the Structural Component of Japanese Cedar under Load Perpendicular to Grain[J]. Scientia Silvae Sinicae, 2020, 56(7): 123-134.
Table 2
Test result"
类型Types | Pini/kN | Pmax/kN | 2/3 Pmax/kN | Py/kN | ρ/(g·cm-3) | |
锯材Sawn timber | 平均值Mean | 15.00 | 27.00 | 18.00 | 14.50 | 0.38 |
标准差Standard deviation | 2.20 | 4.91 | 3.28 | 2.39 | 0.04 | |
变异系数Coefficient of variation(%) | 14.70 | 18.20 | 18.20 | 16.50 | 9.50 | |
短期承载力标准值Standard value | 9.90 | 8.60 | ||||
胶合木Glulam | 平均值Mean | 21.10 | 30.80 | 20.60 | 15.00 | 0.38 |
标准差Standard deviation | 1.84 | 2.10 | 1.40 | 0.51 | 0.02 | |
变异系数Coefficient of variation(%) | 8.70 | 6.80 | 6.80 | 3.40 | 3.90 | |
短期承载力标准值Standard value | 17.10 | 13.70 |
Table 3
The calculation formula of yield load of dowel with the slotted-in steel platesin standards"
标准Standard | 计算公式Calculation formula | ||
Ⅰ | Ⅲ | Ⅳ | |
日本标准 Japanese standard | |||
C=1 | |||
式中In formula:Puj为屈服破坏时连接部位承载力Load-carry capacity per dowel;ru为终局强度比Ratio of ultimate strength;C为连接形式系数Factor of connection type;γ=F/Fe;Fe为木材销槽承压强度标准值Dowel-bearing strength;F为钢销抗弯屈服强度标准值Dowel bending yield strength;d为钢销直径Dowel diameter;l为木材构件净厚度(整个木构件减去中间开槽厚度) Total net timber thickness | |||
欧洲标准 European standard(EC5) | Fv, Rk=fh, 1, kt1d | ||
式中In formula:Fv, Rk为单个钢销每个剪面的承载力Load-carry capacity per shear plane per dowel;t1为边部构件厚度Side member thickness;d为钢销直径Dowel diameter;fh, 1, k为边部构件销槽承压强度Side member dowel bearing strength;My, Rk为钢销屈服弯矩标准值Dowel yield moment | |||
加拿大标准 Canadian standard(NBC) | |||
式中In formula:nu为单个钢销每个剪面的承载力Load-carry capacity per shear plane per dowel;t1为边部构件厚度Side member thickness;dF为钢销直径Dowel diameter;f1、f2分别为边部、中部构件销槽承压强度Side and middle member dowel bearing strength;fy为钢销抗弯屈服强度标准值Dowel bending yield strength | |||
美国标准 American standard(NDS) | |||
式中In formula:Z为单个钢销每个剪面的承载力设计值Reference lateral design value for single shear per dowel;ls、lm分别为边部、中部构件厚度Side and middle member thickness;D为钢销直径Dowel diameter;Fes、Fem分别为边部构件和中部构件销槽承压强度Side and middle member dowel-bearing strength;Fyb为钢销抗弯屈服强度标准值Dowel bending yield strength;Rd为抗力分项系数Reduction term factor;Re=Fem/Fes,Rt=lm/ls | |||
我国标准 Chinese standard(GB) | |||
式中In formula:Z为单个钢销每个剪面的承载力参考设计值Reference lateral design value for single shear per dowel;kmin为边部构件销槽承压最小有效长度系数Minimum factor of connector type;ts、tm分别为边部、中部构件厚度Side and middle member thickness;fes、fem分别为边部、中部构件销槽承压强度Side and middle member dowel-bearing strength;γⅠ、γⅢ、γⅣ分别为抗力分项系数,分别取4.38、2.22、1.88 Reduction term factor;fyk为销轴类紧固件屈服强度标准值Dowel bending yield strength;kep为弹塑性强化系数Elastoplastic strengthening coefficient |
Table 4
The calculation formula of brittle failure of dowel joint with the slotted-in steel plates in standards"
标准Standard | 计算公式 Calculation formula |
日本标准 Japanese standard | |
式中In formula:Puw1为木材抵抗劈裂破坏的承载力Splitting capacity;Puw2为木材抵抗顺纹剪切破坏的承载力Shear capacity parallel to grain;l为钢销与木材接触的有效长度Efficient dowel length;Cr为断裂常数Fracture constant;h为梁高度Beam height;he受力侧边到最远处钢销的间距Loaded edge distance to center of the most distant dowel;ξ端部End 1.0,位于中部Middle 2.0;Fs为木材顺纹抗剪强度Shear strength parallel to grain | |
欧洲标准 European standard | |
式中In formula:F90, Rk为木材抵抗劈裂破坏的承载力Splitting capacity;b为木材厚度Wood thickness;w为修正系数Modification factor; he为边距Loaded edge distance to center of the most distant dowel; h为梁高度Beam height | |
加拿大标准 Canadian standard | |
式中In formula:QSi为木材抵抗劈裂破坏的承载力Splitting capacity;t为木材厚度Wood thickness;de同上列标准中的hede is same as he |
Table 5
Calculation results of yield load"
屈服模式 Yield mode | 分别屈服模式计算值Calculation value | 最终屈服荷载取值 Final yield load values | |||
Ⅰ | Ⅲ | Ⅳ | |||
日本标准 Japanese standard | Puj/kN | — | 7.00 | — | 7.00 |
其中C值 Where C value | 1.00 | 0.74 | 1.02 | ||
欧洲标准 European standard | F′v, Rk/kN | 19.90 | 11.70 | 16.50 | 11.70 |
加拿大标准 Canadian standard | n′u/kN | 9.20 | 7.30 | 10.90 | 7.30 |
美国标准 American standard | Z′/kN | 18.40 | 11.80 | 15.30 | 11.80 |
我国标准 Chinese standard | Z′/kN | — | 10.20 | — | 10.20 |
其中k值 Where k value | 0.81 | 0.31 | 0.35 |
Table 7
Relationship between standard percentile values of bearing performance by test and calculation values"
类型 Types | 短期承载力标准值 Standard value/kN | 公式计算值 Calculation value/kN | |||||
日本标准 Japanese standard | 欧洲标准 European standard | 加拿大标准 Canadian standard | 美国标准 American standard | 我国标准 Chinese standard | |||
锯材 Sawn timber | 承载力 Bearing capacity | 8.60 | 7.00(18.6%) | 11.70(-36.0%) | 7.30(15.1%) | 11.80(-37.2%) | 10.20(-18.6%) |
屈服模式 Yield mode | Ⅲ | Ⅲ | |||||
胶合木 Glulam | 承载力 Bearing capacity | 13.70 | 7.00(48.9%) | 11.70(14.6%) | 7.30(46.7%) | 11.80(13.9%) | 10.20(25.5%) |
屈服模式 Yield mode | Ⅲ | Ⅲ |
Table 8
Relationship between experimental values and calculation values of brittle failure"
类型 Types | 剪切破坏Shear failure/kN | 劈裂破坏Splitting failure/kN | |||||
试验值 Test value | 公式计算值 Calculation value | 试验值 Test value | 公式计算值 Calculation value | ||||
Pini | 日本标准 Japanese standard | Pmax | 日本标准 Japanese standard | 欧洲标准 European standard | 加拿大标准 Canadian standard | ||
锯材Sawn timber | 15.0 | 15.80(-5.3%) | 27.00 | 27.30(-0.1%) | 23.90(11.5%) | 23.90(11.5%) | |
胶合木Glulam | 21.1 | 23.80(-12.8%) | 30.80 | 27.30(11.4%) | 23.90(22.4%) | 23.90(22.4%) |
刘柯珍. 2011.落叶松胶合木梁柱连接节点设计与承载性能评价.北京:中国林业科学研究院硕士学位论文. | |
Liu K Z. 2011. Connection design and bearing performance evaluation for larch laminated wood beams and columns. Beijing: MS thesis of Chinese Academy of Forestry.[in Chinese] | |
金物工法推進協議会. 2011.接合部性能試験報告書.东京:金物工法推進協議会报告. | |
Metal Connectors Wood Construction Promotion Council. 2011. Test report bearing capacity of joint. Tokyo: Metal Connectors Wood Construction Promotion Council Press.[in Japanese] | |
木造軸組工法住宅の許容応力度設計改訂委員会. 2017.木造軸組工法住宅の許容応力度設計.东京:日本木材住宅技术中心. | |
Revision Committee of Allowable Stress Design of Wood-Framed Residential Structures. 2017. Allowable stress design of wood-framed residential structures. Tokyo: Japan Housing and Wood Technology Center.[in Japanese] | |
日本建築学会. 2012.木質構造接合部設計事例集.东京:丸善出版株式会社. | |
Architectural Institute of Japan. 2012. Design practice for engineered timber joints.Tokyo: Maruzen Publishing Co., Ltd.[in Japanese] | |
王明谦, 顾祥林, 宋晓滨, 等. 胶合木梁柱嵌入钢板-螺栓拼接节点纯弯与弯剪性能试验研究. 建筑结构学报, 2016. 37 (4): 64- 72. | |
Wang M Q , Gu X L , Song X B , et al. Experimental study on bolted glued laminated timber connection with slotted-in steel plates under pure bending and combined shear and bending. Journal of Building Structures, 2016. 37 (4): 64- 72. | |
徐德良, 刘伟庆, 杨会峰, 等. 木材-钢填板螺栓连接的承载能力试验研究. 南京工业大学学报, 2009. 31 (1): 87- 96.
doi: 10.3969/j.issn.1671-7627.2009.01.015 |
|
Xu D L , Liu W Q , Yang H F , et al. Experimental study on bearing capacity of bolted wood-steel-wood connection in timber structures. Journal of Nanjing University of Technology, 2009. 31 (1): 87- 96.
doi: 10.3969/j.issn.1671-7627.2009.01.015 |
|
徐天琦, 马瑜蓉, 宋晓滨, 等. 带翼缘钢填板-螺栓连接胶合木梁-柱节点转动性能试验研究. 建筑结构学报, 2017. 38 (9): 131- 137. | |
Xu T Q , Ma Y R , Song X B , et al. Experimental study on rotational behavior of bolted glulam beam-to-column connection with slotted-in flanged steel plates. Journal of Building Structures, 2017. 38 (9): 131- 137. | |
张刚, 王朝晖, 王金平, 等. 木结构螺栓连接设计中销槽承压强度值的确定方法. 林产工业, 2014. 41 (4): 22- 26.
doi: 10.3969/j.issn.1001-5299.2014.04.006 |
|
Zhang G , Wang Z H , Wang J P , et al. Determination methods of wood embedding strength for bolt connectionof wooden structure. China Forestry Products Industry, 2014. 41 (4): 22- 26.
doi: 10.3969/j.issn.1001-5299.2014.04.006 |
|
张刚. 2014.落叶松胶合木梁柱高强度金属件连接节点的性能研究.北京:中国林业科学研究院硕士学位论文. | |
Zhang G. 2014. Research on high strength joint performance of post and beam of larch glulam with template metal connector. Beijing: MS thesis of Chinese Academy of Forestry.[in Chinese] | |
祝恩淳, 潘景龙, 周晓强, 等. 木结构螺栓连接试验研究及承载力设计值确定. 建筑结构学报, 2016. 37 (4): 54- 63. | |
Zhu E C , Pan J L , Zhou X Q , et al. Experiments of load-carrying capacity of bolted connection in timber structures and determination of design value. Journal of Building Structures, 2016. 37 (4): 54- 63. | |
中华人民共和国住房和城乡建设部. 2017.木结构设计标准: GB/T 50005-2017.北京:中国建筑工业出版社. | |
Ministry of Housing and Urban-Rural Development of the People's Republic of China. 2017.Standard for design of timber structures: GB/T 50005-2017. Beijing: China Architecture & Building Press.[in Chinese] | |
American Wood Council. 2018. National design specification(NDS) for wood construction. Washington DC: Approved by the American National Standards Institute(ANSI). | |
British Standards Institution. 2004. BS EN 1995-1-1 Eurocode 5: design of timber structures-part 1-1: general-common rules and rules for building. London. | |
Canadian Wood Council.2014. Engineering design in wood. Ottawa: Canadian Standards Association. | |
Franke B , Quenneville P . Numerical modeling of the failure behavior of dowel connection in wood. Journal of Engineering Mechanics, 2011. 137 (3): 186- 195. | |
Jensen J L, Gustafsson P J, Larsen H. 2003. A tensile fracture model for joints with rods or dowels loaded perpendicular to grain. Meeting 36, Int.Council for Research and Innovation in Building and Construction, Working Commission W18, Timber Structures, Lyngby: Danish Timber Information. | |
Jensen J L , Quenneville P , Girhammar U A , et al. Splitting of timber beams loaded perpendicular to grain by connection-combined effect of edge and end distance. Construction and Building Materials, 2012. 35, 289- 293.
doi: 10.1016/j.conbuildmat.2012.04.006 |
|
Johansen K W. 1949. Theory of timber connection. Zurich: International Association of Bridge and Structural Engineering. | |
Patel M C , Hindman D P . Comparison of single-and two-bolted LVL perpendicular-to-grain connection. Ⅱ:fracture models. Journal of Materials in Civil Engineering, 2012. 24 (4): 347- 355. | |
Pedersen M U. 2001. Dowel type timber connections strength modelling, Byg Rapport, No. R-039. Lyngby: Technical University of Denmark(DTU). | |
Sawata K , Sasaki T , Kanetaka S . Estimation of shear strength of dowel-type timber connection with multiple slotted-in steel plates by European yield theory. Journal of Wood Science, 2006. 52 (6): 496- 502.
doi: 10.1007/s10086-006-0800-9 |
|
Snow M A. 2006. Fracture development in engineered wood product bolted connection. PhD thesis. Fredericton: University of New Brunswick. | |
Smith I, Asiz A, Snow M A. 2006. Design method for connection in engineered wood Structures.Fredericton: University of New Brunswick. | |
van der Put T A C M, Leijten A J M. 2000. Evaluation of perpendicular to grain failure of beams caused by concentrated loads at joints. Delft: Delft University of Technology. |
[1] | Yang Maolin, Ji Xiaodong, Sun Heng, Cong Xu, Yang Guang, Hou Kai, Ren Yifan. Comparation on Physical and Mechanical Properties of Branches, Stems and Roots of Robinia pseudoacacia at Different Ages [J]. Scientia Silvae Sinicae, 2020, 56(7): 115-122. |
[2] | Zongying Fu,Yingchun Cai,Xin Gao,Fan Zhou,Jinghui Jiang,Yongdong Zhou. Simulation of Drying Strain Based on Artificial Neural Network Model [J]. Scientia Silvae Sinicae, 2020, 56(6): 76-82. |
[3] | Mingrui Dong,Shifang Jia,Jingyi Liu,Xianxian Lin,Qianwen Xue,Weisheng Sun. Properties of 3D Printed Bionic Wood Sound Absorption Structure with Different Hole Angles [J]. Scientia Silvae Sinicae, 2020, 56(5): 113-117. |
[4] | Kong Yue,Xulei Song,Xuekai Jiao,Qiang Chen,Yongming Song,Weiqing Liu,Weidong Lu. Mechanical Properties of Full-Scale Glulam Beam Made of Thermally Treated Lamellas [J]. Scientia Silvae Sinicae, 2020, 56(4): 128-134. |
[5] | Biao Han,Wenqing Li,Sujuan Guo,lu Lu,Xiaoman Xie. Cryopreservation and Critical Moisture Content of Embryo Axis of Castanea mollissima Based on Differential Scanning Calorimetry [J]. Scientia Silvae Sinicae, 2020, 56(3): 21-27. |
[6] | Xiang Li,Ni Chen,Xuemin Qi,Jie Chu,Junhua Zhang,Delong Chang,Yaya Xu. Composition and Structure Characteristics of Sodium Ethoxide Pretreated Lignocelluloses Biomass [J]. Scientia Silvae Sinicae, 2020, 56(2): 156-163. |
[7] | Jin Rao,Kakwara Prosper Nayebare,Shengxiang Yang,Huaping Wu,Xiushu Yang,Fangli Sun. Anti-Mildew Performance of Bamboo Treated by Laccase Catalyzing Iodide [J]. Scientia Silvae Sinicae, 2020, 56(2): 148-155. |
[8] | Qicheng Teng,Feibin Wang,Zeli Que,Nan Zeng. Effects of Angles on the Screw and Nail Withdrawal Strength in Dimension Lumber [J]. Scientia Silvae Sinicae, 2020, 56(1): 154-161. |
[9] | Anxin Li,Jianxiong Lü,Jiali Jiang. The Viscoelasticity of Chinese Fir Earlywood in Individual Growth Rings [J]. Scientia Silvae Sinicae, 2019, 55(12): 93-100. |
[10] | Yuan Chen,Yanming Han,Dongbin Fan,Tingting Yan,Gaiyun Li,Siqun Wang. Carbon Aerogel Based on Biomass Cellulose [J]. Scientia Silvae Sinicae, 2019, 55(10): 88-98. |
[11] | Meng Fandan, Wang Chao, Xiang Qin, Yu Yanglun, Yu Wenji. Effect of Hot Dry Air Treated Defibering Bamboo Veneer on the Properties of Bamboo-Based Fiber Composites [J]. Scientia Silvae Sinicae, 2019, 55(9): 142-148. |
[12] | Deng Liping, Zhou Xianwu, Lü Jianxiong, Jianxiong Wang, Yurong Ren, Haiqing Zhao. Research Progress on Wood Structure and Properties of Branch-Trunk Junction [J]. Scientia Silvae Sinicae, 2019, 55(9): 149-156. |
[13] | Shen Xiaoshuang, Zou Xianwu, Li Gaiyu, Wang Xiaoqing, Liu Junliang. Modified Poplar Wood with the Mixture of Prepolymer and Monomer of Furfuryl Alcohol [J]. Scientia Silvae Sinicae, 2019, 55(9): 197-204. |
[14] | Yang Jianhua, Yan Lei, Yu Hang, Xian Jiang, Wu Jian. Quantitative Evaluation Method for the Appearance Quality of Sawn Timber Based on Main Surface Defects [J]. Scientia Silvae Sinicae, 2019, 55(8): 128-135. |
[15] | Wang Zheng, Fu Haiyan, Ding Yewei, Cao Yu, Wang Yunlu, Wu Xiaoli, Zhang Tongyue. Dynamic Testing of Shear Modulus and Elastic Modulus of Oriented Strand Board [J]. Scientia Silvae Sinicae, 2019, 55(8): 136-146. |
Viewed | ||||||
Full text |
|
|||||
Abstract |
|
|||||