Experimental and analytical investigation of the shear behavior of steel-bamboo composite I-beams with composite connections
J Ding, Z Zhang, J Zhang, Z Liu, Y Li - Engineering Structures, 2024 - Elsevier
In steel-bamboo composite beams, the debonding failure and slip behavior of steel-bamboo
pure bonding interfaces at the flanges often lead to premature failure of beams and …
pure bonding interfaces at the flanges often lead to premature failure of beams and …
Timber spatial trusses using laminated veneer lumber
A FABBRI, F MINGHINI, N TULLINI - Journal of Building Engineering, 2024 - Elsevier
ABSTRACT A simple and innovative preloaded dowel-nut connection is proposed for high-
performance spatial structures made of Laminated Veneer Lumber (LVL). To demonstrate …
performance spatial structures made of Laminated Veneer Lumber (LVL). To demonstrate …
[HTML][HTML] Impact of sound-insulated joints in the dynamic behavior of Cross-Laminated Timber structures
M Salvalaggio, F Lorenzoni, MR Valluzzi - Journal of Building Engineering, 2024 - Elsevier
Abstract Cross-Laminated Timber (CLT) has gained an increasing success and widespread
diffusion among wood products. Due to the novelty of the components and the dry …
diffusion among wood products. Due to the novelty of the components and the dry …
Experiment and finite element analysis on load-carrying performance of double-shear connections of inorganic-bonded bamboo composite
X Zhang, Y Sheng, E Zhao, H Yin, S Li, S Li… - Journal of Building …, 2024 - Elsevier
Bamboo-based composites have emerged as a new type of structural material for green
buildings with unique applications. In this study, a novel bamboo-based composite was …
buildings with unique applications. In this study, a novel bamboo-based composite was …
Experimental analysis of the performance of screwed connections for steel-timber composite beams
The proposed research addresses the structural behavior of screwed connections in
composite beams consisting of Cold-Formed Steel (CFS) profiles and timber boards. An …
composite beams consisting of Cold-Formed Steel (CFS) profiles and timber boards. An …
Flexural behavior and load-bearing capacity calculation methodology for wooden beams strengthened using aluminum plates attached with self-tapping screws
M Shenglan, H Zhibin, S Keke, W Chen… - Wood Material Science …, 2024 - Taylor & Francis
To investigate the flexural failure mode and behavior of wooden beams strengthened using
aluminum (Al) plates, which were attached with self-tapping screws and structural adhesive …
aluminum (Al) plates, which were attached with self-tapping screws and structural adhesive …
Experimental investigation of timber-to-steel connection using self-drilling wing screws
G Mohanswamy - 2024 - researchcommons.waikato.ac.nz
Self-drilling wing screws are well-suited for hardwood and pressed material boards and are
explored as an alternative connector to traditional bolts for connecting thick hot-rolled steel …
explored as an alternative connector to traditional bolts for connecting thick hot-rolled steel …
[PDF][PDF] Experimental Assessment of Static Behavior for Self-Drilling Screwed Connections
ME Mahmoud, AA El-Sisi, HA Salim, M Newberry - researchgate.net
Cold-formed steel (CFS) sections are increasingly becoming popular due to their superior
stiffness-to-selfweight ratio when compared to other forms of steel sections. Roof truss …
stiffness-to-selfweight ratio when compared to other forms of steel sections. Roof truss …