Results 1 to 10 of about 4,393,934 (245)

Effect of Wood Densification and GFRP Reinforcement on the Embedment Strength of Poplar CLT

open access: yesApplied Sciences, 2023
Embedment strength is an important factor in the design and performance of connections in timber structures. This study assesses the embedment strength of lag screws in three-ply cross-laminated timber (CLT) composed of densified poplar wood with ...
Akbar Rostampour-Haftkhani   +4 more
doaj   +4 more sources

Effect of Physical Properties of Softwoods on Embedment Strength Performance of Self-tapping Screws

open access: yesBioResources, 2023
The embedment strength performance of the self-tapping screw (STS) connector, used as a cross-laminated timber fastener, was evaluated considering tree species’ density and load direction as parameters.
In-Hwan Lee, Keon-Ho Kim
doaj   +4 more sources

Experimental study on the embedment strength of smooth dowels inserted in cross-laminated timber narrow side

open access: yesJournal of Wood Science, 2022
The embedment properties of the dowel-type fasteners is a fundamental parameter that can determine the shear resisting performance of the connections utilized in cross-laminated timber (CLT) structures. To investigate the embedment strength of the smooth
Weiguo Long   +5 more
doaj   +2 more sources

Embedment Strength of Cross-Laminated Timber for Smooth Dowel-type Fasteners [PDF]

open access: yesMATEC Web of Conferences, 2019
Embedment strength is a significant property in the dowel type connection in timber structure, i.e. cross-laminated timber (CLT). The CLT design properties are different from those of sawn timber (ST) and glued-laminated timber (GLT) because of the ...
Dong Weiqun   +5 more
doaj   +2 more sources

Embedment Strength of Low- and Medium-Density Hardwood Species from Spain

open access: yesForests, 2022
The embedment strength is a key parameter in the design of timber connections with metal fasteners. This property can be determined by the equations given by design codes such as the Eurocode 5, which are based on the European Yield Model proposed by ...
Gonzalo Cabrera   +2 more
exaly   +2 more sources

Influence of test methodology on the characterization of the parallel-to-grain timber embedment strength and foundation modulus of dowels

open access: yesWood Material Science and Engineering
A reliable determination of the embedment strength and foundation modulus of timber elements is critical for the design and safety assessment of joints in timber structures.
Caroline D Aquino   +2 more
exaly   +2 more sources

Embedment Performance of Glued Laminated Bamboo and Timber Composite Joints

open access: yesBuildings
Dowel connectors are extensively utilized to establish joint connections in timber constructions. This study investigated the embedment performance of glued laminated bamboo and timber composite joints through half-hole tests, focusing on the effects of ...
Zheng Chen   +3 more
doaj   +2 more sources

COMPARISON BETWEEN TEST METHODS TO DETERMINE WOOD EMBEDMENT STRENGTH PARALLEL TO THE GRAIN

open access: yesRevista Árvore, 2016
This study compares the test methods according to the ABNT NBR 7190:1997, EN 383:2007, ASTM D5764:2007, EUROCODE 5:2004, NDS:2001 standards in order to provide support to establish a new test method for determining the embedment strength of wood parallel
Diego Henrique de Almeida   +1 more
doaj   +2 more sources

Critical embedment length and bond strength of fully encapsulated rebar rockbolts

open access: yesTunnelling and Underground Space Technology, 2016
A series of rock bolt pull tests were carried out in the laboratory to determine the critical embedment length of a specific type of fully cement-grouted rebar bolt. The rebar bolt is 20 mm in diameter, and it is widely used in underground excavations in
Charlie C Li, Are Håvard Høien
exaly   +2 more sources

Ultimate bearing capacity of embedded strip footings on rock slopes under inclined loading conditions using adaptive finite element limit analysis [PDF]

open access: yesScientific Reports
The stability of rock slope-footing systems is influenced by various factors, including slope geometry, rock mass strength, load properties, and foundation placement.
Gang Yang   +4 more
doaj   +2 more sources

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