Results 71 to 80 of about 10,638 (226)
ABSTRACT In the United States, construction and demolition debris predominately end up in landfills with minimal end‐of‐life Re‐X (recover, recycle, reuse, etc.) scenarios, resulting in large environmental impacts and lost opportunities for material recovery.
Naveen Kumar Muthumanickam +7 more
wiley +1 more source
Bond behavior between glulam and GFRP’s using pullout bending tests [PDF]
Com o objectivo de avaliar o comportamento da ligação entre lamelados colados e varões de GFRP, quando aplicados de acordo com a técnica NSM, foi realizado um programa experimental composto por ensaios de arrancamento por flexão.
Barros, Joaquim A. O. +4 more
core
Experimental study of failure of glulam-concrete composite beams
This paper is dedicated to the memory of Dr. Miklós Iványi, who instilled in the authors an appreciation for experimental investigations, which are foundational to understanding material and structural behavior.
Tamás Juhász +3 more
semanticscholar +1 more source
Perilaku Lentur Balok Glulam dengan Variasi Gaya Kempa [PDF]
Untuk mengetahui pengaruh intensitas pengempaan terhadap perilaku lentur balok glulam, maka perlu dilakukan pengujian lentur dengan variasi gaya kempa. Dalam hal ini variasi yang diterapkan adalah 0,6, 1,2, 3, 6, 9 dan 12 Mpa, dengan dimensi balok 5,5/11,
Chauf, K. A. (Kusnindar)
core
Seismic Design of Hybrid Coupled CLT Shear Walls with Steel Link Beams
ABSTRACT This study proposes a seismic design method for hybrid coupled cross‐laminated timber (CLT) shear walls with steel link beams as the lateral load‐resisting system for mass timber buildings. A force‐based seismic design method was proposed as a preliminary design process to determine the primary structural components. To inform the selection of
Ben Moerman, Minghao Li, Tobias Smith
wiley +1 more source
Pullout strength of axially loaded steel rods bonded in glulam at a 45º angle to the grain [PDF]
This paper presents an experimental analysis of the pullout strength of bonded and axially loaded steel rods used as connector elements in log-concrete composite bridge decks.
CALIL JUNIOR, Carlito +2 more
core +2 more sources
Ductile Failure Modes of Double Shear Steel‐to‐Wood Dowel Type Connections
To analyze the behavior of typical hybrid steel–wood connections in wooden buildings, 3D continuum‐based finite element analysis (FEA) models of the most critical connections were developed using the Abaqus/CAE program. Accurate modeling requires appropriate element and material formulations, as well as proper contact definitions between connection ...
Emanuele Maiorana +3 more
wiley +1 more source
Towards the creation of a long-lasting and high-performing glulam-product, the optimization of melamine–urea–formaldehyde (MUF) adhesive solutions in order to be in line with worldwide trends of building and cutting-edge material science is a matter of ...
Aikaterini-Alexandra Psonopoulou +2 more
doaj +1 more source
Numerical and Experimental Research on Delamination of Glulam Elements
The paper presents numerical and experimental research on glulam delamination in a double lap connection with predominant shear stresses. Laboratory tests and wide literature survey enabled to determine timber and glue joint parameters.
Kawecki B., Podgórski J.
doaj +1 more source
Number of laminae on the mechanical behavior of glued laminated timber (glulam) of Toona ciliata produced with vegetable polyurethane adhesive [PDF]
The glued laminated timber (glulam) is a composite material obtained from the bonding of wood laminae arranged with parallel fibers put together. The purpose of this paper was to evaluate the influence of the number of laminae on the mechanical behavior ...
Douglas Lamounier Faria +5 more
doaj +1 more source

