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Study on Shear Performance of Web-Embedded Composite Shear Connector
Applied SciencesBased 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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Numerical Simulation Analysis of Twin-PBL Rubber-Ring Shear Connector
BuildingsIn 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
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Plate with holes as shear connector in cold formed steel composite beams
Revista IBRACON de Estruturas e Materiais, 2019 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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BuildingsAiming 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
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Parametric study of I-shaped shear connectors with different orientations in push-out test
Fracture and Structural Integrity, 2021 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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Pull‐out strength of perforated steel plates with oval‐shaped perforation
Japan Architectural Review, 2023 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
Buildings, 2022 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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Underground SpaceTo investigate the compression-shear behavior of a new circumferential joint based on the sleeve-straight bolt combination type connection of large-diameter shield tunnels, a series of full-scale joint experiments was carried out.
Ziyang Zhou +6 more
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Applied Sciences, 2017 This study investigates the shear capacity of aluminum alloy honeycomb sandwich plates connected by high-strength, ordinary, or self-tapping bolts. For that purpose, experimental tests and finite elements are carried out.
Caiqi Zhao +3 more
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Influence of a New Form of Bolted Connection on the Mechanical Behaviors of a PC Shear Wall
Applied Sciences, 2018 A variety of forms of connection in precast reinforced concrete (PC) have been proposed, but the impact of the connection forms on the shear wall remains to be studied.
Shaofei Jiang +4 more
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