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

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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

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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

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References(20)

References

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