ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION

SU Sanqing; HAN Song; WANG Wei; LI Yu; JIANG Hao

doi:10.13204/j.gyjzG20121417

Volume 51 Issue 9

Jan. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(9): 143-149

SU Sanqing, HAN Song, WANG Wei, LI Yu, JIANG Hao. ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 143-149. doi: 10.13204/j.gyjzG20121417

Citation:

SU Sanqing, HAN Song, WANG Wei, LI Yu, JIANG Hao. ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 143-149. doi: 10.13204/j.gyjzG20121417

Citation:

SU Sanqing, HAN Song, WANG Wei, LI Yu, JIANG Hao. ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 143-149. doi: 10.13204/j.gyjzG20121417

PDF( 4339 KB)

ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION

doi: 10.13204/j.gyjzG20121417

School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China

Received Date: 2020-12-14
Available Online: 2022-01-11

Abstract

Abstract

The dowel-type connection in timber structures with slotted steel plates is a common connection in timber structure engineering, in order to facilitate the design of the timber structure engineering, compression tests of the timber dowel groove and dowel-type connection in glued timber with slotted steel plates were conducted respectively. The results indicated that there were three yield modes of dowel-type connections in timber structures with slotted steel plates under loads, which were consistent with the yield modes in Standard for Design of Timber Structures (GB 50005-2017), and the yield modes could be predicted by calculations. The experimental results showed that the calculation results obtained by the proposed calculation formula for the bearing capacity of the dowel-type connection in timber structures with slotted steel plates were basically in agreement with the test results.
- timber structure,
- dowel-type connection,
- the beam on elastic foundation,
- yield mode,
- bearing capacity

FullText(HTML)

References(20)

References

[1]	中华人民共和国建设部.木结构设计规范:GB 50005-2003[S].北京:中国建筑工业出版社,2006.
[2]	中华人民共和国住房和城乡建设部.木结构设计标准:GB 50005-2017[S].北京:中国建筑工业出版社,2017.
[3]	American Wood Council. National Design Specification for Wood Construction:ASD/LRFD NDS-2015[S].Washington D C:American Forest & Paper Association,2015.
[4]	JOHANSON K W. Theory of Timber Connections[J].International Association of Bridge and Structural Engineering,1949(9):249-262.
[5]	MEYER A. Die Tragfähigkeit von Nagelverbindungen bei Statischer Belastung[J]. HOLZ als Roh-Und Werkstoff, 1957, 15(2):96-109.
[6]	British Standards Institution. Eurocode 5:Design of Timber Structures:Part 1-1:General:Common Rules and Rules for Buildings:BS EN 1955-1-1:2004[S].Brussels:European Committee for Standardization,2004.
[7]	LARSEN H,ENJILY V.Practical Design of Timber Structures to Eurocode 5[M].London:Thomas Telford Limited,2009:194-237.
[8]	DYER D B V. Slip Modulus in Bolted Timber Joints[J]. Canadian Journal of Civil Engineering, 1992, 19(6):960-964.
[9]	JENSEN J L. Quasi-Non-Linear Fracture Mechanics Analysis of Splitting Failure in Moment-Resisting Dowel Joints[J]. Journal of Wood Science, 2005, 51(6):583-588.
[10]	JENSEN J L, QUENNEVILLE P, GIRHAMMAR U A, et al. Splitting of Timber Beams Loaded Perpendicular to Grain by Connections-Combined Effect of Edge and End Distance[J]. Construction and Building Materials, 2012, 35:289-293.
[11]	祝恩淳,王笑婷,牛爽,等.木结构钢板螺栓连接节点承载力计算分析及试验研究[J].建筑结构学报,2020,41(1):113-121.
[12]	龙驭球.弹性地基梁的计算[M].北京:高等教育出版社,1987.
[13]	樊承谋.木结构螺栓联结的工作原理及计算公式:关于国际木结构设计规范第五稿螺栓联结计算公式的讨论[J].哈尔滨建筑工程学院学报,1982(1):18-36.
[14]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社,2018.
[15]	ASTM International. Standard Test Method for Evaluating Dowel-Bearing Strength of Wood and Wood-Based Products:ASTMD 5764-97a[S]. West Conshohocken,PA,USA:ASTM International,2013.
[16]	中华人民共和国国家质量监督检验检疫总局.木材密度测定方法:GB/T 1933-2009[S].北京:中国标准出版社,2009.
[17]	中华人民共和国国家质量监督检验检疫总局.木材含水率测定方法:GB/T 1931-2009[S]. 北京:中国标准出版社,2009.
[18]	樊承谋.按弹塑性工作原理推导木结构螺栓连接计算公式的基本原则:兼复〈对《木结构螺栓联结工作原理及计算公式》一文的意见〉[J].哈尔滨建筑工程学院学报,1986(3):137-141.
[19]	樊承谋.按弹塑性工作原理推导木结构螺栓连接计算公式的基本原则(续):兼复〈对《木结构螺栓联结工作原理及计算公式》一文的意见〉[J].哈尔滨建筑工程学院学报,1986(4):109-128.
[20]	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[J].建筑结构学报,2016,37(4):54-63.