Results 41 to 50 of about 26,802 (305)
Parametric study of I-shaped shear connectors with different orientations in push-out test
A great deal of research has been conducted to improve the understanding of the behavior of new types of shear connectors. This article presents the study of I-shaped connectors behavior under monotonic load welded in four different orientations in order
Farid Boursas, Djamel Boutagouga
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Aiming to solve the problems that a wind turbine foundation with a foundation pipe may suffer from grouting, where the concrete around the interface collapses and the interface disintegrates under a long-term wind load, a kind of wind turbine foundation ...
Jingjing Qi +5 more
doaj +1 more source
Study on Shear Performance of Web-Embedded Composite Shear Connector
Based on the existing research on connectors, a web-embedded composite shear connector was proposed in this paper. Further, six types of push-out specimens were carried out on static push-out and low-cycle repeated load tests.
Xiaoqing Xu +5 more
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Plate with holes as shear connector in cold formed steel composite beams
In search of an improved compatibility between cold-formed steel profiles and precast floor systems, this study proposes an alternative shear connector for cold-formed steel-concrete composite beams.
O. P. AGUIAR +3 more
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Pull‐out strength of perforated steel plates with oval‐shaped perforation
The use of Perfobond Leisten (PBL) shear connectors in building structures has attracted increasing interest. A new approach for using perforated steel plates in concrete‐filled steel tube (CFST) column splices was implemented in this study. The shape of
Takashi Fujinaga, Teruhisa Tanaka
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The Shear Behavior of Insulated Precast Concrete Sandwich Panels Reinforced with BFRP
Typical insulated precast concrete sandwich panel (PCSP) systems are composed of two concrete wythes separated by a layer of insulation. The structural behavior of insulated PCSP systems heavily depends on elements between two wythes known as connectors,
Xia Liu, Xin Wang, Tan Yang, Zhishen Wu
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EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF SHEAR-RING CONNECTOR
A composite member that thin steel plate was sandwiched between two cedar-glulam-timbers using shear-ring connectors and bolts was developed and equations for estimating the strength and buckling mode of the member were proposed. In this paper, shear test results of shear-ring connector are reported because the shear stiffness of the shear-ring ...
Hiroyasu SAKATA +4 more
openaire +2 more sources
Tinjauan Kuat Lentur Balok Komposit Kayu [PDF]
This research was use wood beam, reinforced concrete plate and nail as shear connector. Nail that used is artless nail and thread nail that public reside in marketing.
Alves, P. M. (Paulito) +2 more
core
Harnessing Fungal Biowelding for Constructing Mycelium‐Engineered Materials
Mycelium‐bound composites (MBCs) offer low‐carbon alternatives for construction, yet interfacial bonding remains a critical challenge. This review examines fungal biowelding as a biocompatible adhesive, elucidating mycelium‐mediated interfacial mechanisms and their role in material assembly. Strategies to optimize biowelding are discussed, highlighting
Xue Brenda Bai +2 more
wiley +1 more source
Numerical Simulation Analysis of Twin-PBL Rubber-Ring Shear Connector
In recent years, a growing number of studies have focused on improving shear distribution and mitigating stress concentration in PBL shear connectors through the incorporation of composite materials. However, research on Twin-PBL shear connectors remains
Jun Wei, Peiwen Chen, Qiaowen Hu
doaj +1 more source

