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Experimental Research on the Shear Connectors in Foam

2018-7-26  The last experimental research of authors (Liu et al. 2017) showed that the longitudinal shear resistance between C-Channel and foam concrete is relative small than other types of composite structural members, due to the low strength of the foam concrete and the smooth surface of double C-Channels.

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[PDF] Experimental Research on the Shear Connectors in

2018-7-26  International Journal of Concrete Structures and Materials In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors in foam concrete with cold-formed steel double C-Channels embedment. Twenty-four tests have been carried out in two groups.

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(PDF) Experimental Research on the Shear

2018-12-1  In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors in foam concrete with cold-form

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Experimental Research on the Shear Connectors in Foam

The American Concrete Institute. Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations

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Experimental Research on the Shear Connectors in Foam

Abstract In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors... DOAJ is a community-curated online directory that indexes and provides access to

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Experimental Research on the Shear Connectors in Foam

DOI: 10.1186/S40069-018-0281-4 Corpus ID: 52023434; Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment @article{Liu2018ExperimentalRO, title={Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment}, author={Dianzhong Liu and Fayu Wang and Feng Fu}, journal={International

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Experimental Research on the Shear Connectors in Foam

Abstract In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors in foam concrete with cold-formed steel double C-Channels embedment. Twenty-four tests have been carried out in

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(PDF) Experimental and numerical studies on the shear

2021-5-29  Shear connectors are an essential part of steel-concrete composite beams and play a vital role in steel-concrete composite beams. Many

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(PDF) Experimental analysis of bolts employed as shear

2019-4-1  PDF This paper presents experimental and theoretical analysis of bolts employed as shear connectors in circular concrete-filled steel tube...

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"Impact of shear connectors on composite action in full

2022-5-1  The parametric study evaluated effects of shear connector sizes and various numbers of shear studs for distances of 24 and 48 in. (609.6 and 1219.2 mm) between shear pockets for simply supported ...

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Experimental Research on the Shear Connectors in Foam

References listed in 'Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment'. 0 ... Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment ... (2018): A new approach to determine strength of Perfobond rib shear connector in steel-concrete composite structures by employing ...

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NDLI: Experimental Research on the Shear Connectors in

2018-7-1  Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment Select any item from the right-pane Content Source: Directory of Open Access Journals (DOAJ)

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Altmetric – Experimental Research on the Shear

This research output has an Altmetric Attention Score of 1. This is our high-level measure of the quality and quantity of online attention that it has received. This Attention Score, as well as the ranking and number of research outputs shown below, was calculated when the research output was last mentioned on 30 July 2018.

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Experimental Research on the Shear Connectors in Foam

Allahyari, Hamed / Nikbin, Iman M. / Rahimi R., Saman / Heidarpour, Amin (2018): A new approach to determine strength of Perfobond rib shear connector in steel-concrete composite structures by employing neural network (2018): A new approach to determine strength of Perfobond rib shear connector in steel-concrete composite structures by employing

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Experimental research and numerical analysis of shearing

The primary research on shear connectors was on steel-concrete composite specimens, and the shear connectors and concrete were ... Monotonic Behavior of C and L shaped angle shear connectors within steel-concrete composite beams: an experimental investigation. Steel Compos. Struct., 35 (2) (2020), pp. 237-247, 10.12989/scs.2020.35.2.237. View ...

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Experimental Research on the Shear Connectors in Foam

In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors in foam concrete with cold-formed steel double C-Channels embedment. Twenty-four tests have been carried out in two groups. Two types of connectors: flange connectors and web connectors are installed using self-drilling

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Experimental research on bearing mechanism of

2014-4-1  The cracks on the concrete surface and failure modes of perfobond rib connectors and transverse reinforcement bars are also studied in the test. Cube compressive strength of the concrete is 58.9 MPa. Yield strength and ultimate strength of the transverse reinforcement are 397 MPa and 560 MPa respectively. Download : Download full-size image Fig. 5.

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Experimental Study On Shear Performance of

2021-10-3  To date, many experimental and numerical studies have been carried out on bolted connections of steel-concrete composite structures. Pavlovic et al. [] performed a series of tests on single-nut embedded bolted shear connectors.This study showed that the shear capacity and initial stiffness of the bolted connectors were about 50% and 95% of those of welded stud

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Experimental Research on PBL Connectors Considering the

The perforated rib shear [Perfobond Leiste in German (PBL)] connector is a type of shear connector used in some steel–concrete composite bridges as a main load-transfer element between the concrete roadway and the supporting steel deck.The shear capacity of PBL connectors is affected by several connection parameters, such as the diameter of the

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Development and Experimental Assessment of Friction

2022-7-19  3. Friction-Type Shear Connector and Connector Shear Test Protocol. 3.1. Rationale for and Development of Shear Connector In contrast with the previously used bearing-type connector, the friction-type shear connector developed here relies on the deformed upper surfaces of the girder flanges,

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Experimental Research on the Shear Connectors in Foam

The method to calculate the peak force for all 3 modes is developed here; it was assumed that the mobilized shear stress between C-Channels and foam concrete was uni- formly

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Experimental Research on the Shear Connectors in Foam

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Experimental Research on the Shear Connectors in Foam ...

Article “Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment” Detailed information of the J-GLOBAL is a service based on the concept of Linking, Expanding, and Sparking, linking science and technology information which ...

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NDLI: Experimental Research on the Shear Connectors in

2018-7-1  Experimental Research on the Shear Connectors in Foam Concrete with C-Channel Embedment Select any item from the right-pane Content Source: Directory of Open Access Journals (DOAJ)

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Experimental Research on the Shear Connectors in Foam

In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors in foam concrete with cold-formed steel double C-Channels embedment. Twenty-four tests have been carried out in two groups. Two types of connectors: flange connectors and web connectors are installed using self-drilling

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Experimental Research on PBL Shear Connector

PBL shear connector is a recently developed shear connector for steel-concrete composite structure that making the two element work as a unique piece. In this work, model test has been carried out to investigate the mechanical

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Experimental research on the failure mechanism of foam

2017-9-25  An experimental investigation is carried out on the failure mechanism of foam concrete with cold formed steel double C-Channels embedment. The foam concrete is made of cement and fly ash with a compressive strength between 9 and 24 MPa with different densities.

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Static behavior of novel shear connectors with post

The mechanical properties of studs in steel–concrete composite structures using UHPC have been investigated by related scholars , , , , , , , , , .Wang et al. , proposed a steel-UHPC composite structure embedded with large studs with a diameter of 30 mm to promote the development of accelerated bridge construction (ABC). UHPC had a better constraint on stud than normal

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International Journal of Concrete Structures and Materials

In this research, a cable-type wall system that could replace the conventional aluminum curtain wall system for reinforced concrete high-rise buildings is proposed. The cable-type wall system is a newly develo... Hyun Soo Park, Jong Ho Won and Woong June Chung International Journal of Concrete Structures and Materials 2018 12 :83

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Development and Experimental Assessment of Friction

2022-7-19  3. Friction-Type Shear Connector and Connector Shear Test Protocol. 3.1. Rationale for and Development of Shear Connector In contrast with the previously used bearing-type connector, the friction-type shear connector developed here relies on the deformed upper surfaces of the girder flanges,

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