Experimental analysis of plug shear failure in timber connections with small diameter fasteners loaded parallel-to-grain

被引：4

作者：

Yurrita, Miguel ^{[1
]}

Cabrero, Jose Manuel ^{[1
]}

机构：

[1] Univ Navarra, Dept Bldg Construct Serv & Struct, Wood Chair, Pamplona 31009, Spain

来源：

ENGINEERING STRUCTURES | 2021年 / 238卷

关键词：

Timber connection; Brittle failure; Experimental tests; Parallel-to-grain; Small diameter fastener; Plug shear; Eurocode; 5; DIFFERENT VALIDATION CRITERIA; REAL EXTERNAL PREDICTIVITY; BRITTLE FAILURE; QSAR MODELS; PERFORMANCE; DUCTILITY; STRENGTH; DESIGN;

D O I：

10.1016/j.engstruct.2020.111766

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Timber connections with small diameter fasteners that do not go through the whole timber member (such as screws or nails). may fail in brittle or ductile ways. In order to better understand their behaviour, an experimental campaign of tests of connections with small diameter fasteners loaded parallel-to-grain has been performed. The results and analysis of this work provide further information on the role of different parameters in the brittle failure. Existing models are benchmarked against these tests.

引用

页数：14

共 19 条

[1] Brittle failure in the parallel-to-grain direction of timber connections with small diameter dowel-type fasteners: A new design model for plug shear
Yurrita, Miguel
Manuel Cabrero, Jose
Moreno-Zapata, Ezequiel
ENGINEERING STRUCTURES, 2021, 241
[2] New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners
Yurrita, Miguel
Manuel Cabrero, Jose
ENGINEERING STRUCTURES, 2020, 217 (217)
[3] New design model for splitting in timber connections with one row of fasteners loaded in the parallel-to-grain direction
Yurrita, Miguel
Cabrero, Jose Manuel
ENGINEERING STRUCTURES, 2020, 223
[4] Effective thickness of timber elements for the evaluation of brittle failure in timber-to-steel connections with large diameter fasteners loaded parallel-to-grain at the elastic range: A new method based on a beam on elastic foundation
Yurrita, Miguel
Manuel Cabrero, Jose
ENGINEERING STRUCTURES, 2020, 209
[5] Brittle failure in the parallel-to-grain direction of multiple shear softwood timber connections with slotted-in steel plates and dowel-type fasteners
Yurrita, Miguel
Manuel Cabrero, Jose
Quenneville, Pierre
CONSTRUCTION AND BUILDING MATERIALS, 2019, 216 : 296 - 313
[6] Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
Cabrero, J. M.
Yurrita, M.
ENGINEERING STRUCTURES, 2018, 171 : 895 - 910
[7] On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain
Quenneville, JHP
Mohammad, M
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2000, 27 (04) : 761 - 773
[8] A probabilistic study of brittle failure in dowel-type timber connections with steel plates loaded parallel to the grain
Cabrero, Jose Manuel
Honfi, Daniel
Jockwer, Robert
Yurrita, Miguel
WOOD MATERIAL SCIENCE & ENGINEERING, 2019, 14 (05) : 298 - 311
[9] Numerical and fracture mechanics-based simulations of brittle failure modes in dowelled timber connections loaded parallel to the grain
Aquino, Caroline D.
Schweigler, Michael
Rodrigues, Leonardo G.
da Silva, Luis C. M.
Branco, Jorge M.
Bader, Thomas K.
ENGINEERING STRUCTURES, 2025, 325
[10] Experimental analysis of nailed LBL-to-LBL connections loaded parallel to grain
Chen, Guo
Jiang, Hao
Yu, Yun-fei
Zhou, Tong
Wu, Jing
Li, Xiang
MATERIALS AND STRUCTURES, 2020, 53 (04)

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