Finite element modeling of push-out tests for large stud shear connectors

Nguyen, Huu Thanh; Kim, Seung Eock

doi:10.1016/j.jcsr.2009.06.010

Cited by 261 publications

(94 citation statements)

References 22 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…[5][6][7][8]. The experimental activities have been complemented by the development of 2D and 3D finite element models to gain better insight into their ambient response [9][10][11][12][13][14]. Despite the extensive work carried out to investigate the performance of shear connectors at ambient temperature, only limited studies are currently available in the literature on their performance at elevated temperatures.…”

Section: Introductionmentioning

confidence: 99%

An experimental study on the behaviour and design of shear connectors embedded in solid slabs at elevated temperatures

Chen

Ranzi

Jiang

et al. 2015

Journal of Constructional Steel Research

View full text Add to dashboard Cite

Section: Introductionmentioning

confidence: 99%

An experimental study on the behaviour and design of shear connectors embedded in solid slabs at elevated temperatures

Chen

Ranzi

Jiang

et al. 2015

Journal of Constructional Steel Research

View full text Add to dashboard Cite

“…Some researches related to the behavior of shear connectors and load transference in the interface steel-concrete for composite elements are found in the literature. Among them, can be cited: [7], [8], [9], [10], [11] and [12], among others.…”

Section: J G R Neto | a M Sarmanhomentioning

confidence: 99%

Experimental analysis of a mechanical shear connector in concrete filled steel tube column

Neto

Sarmanho

2017

Rev. IBRACON Estrut. Mater.

View full text Add to dashboard Cite

ResumoThis work includes an analytical and experimental study of the structural behavior of shear connectors in composite columns, composed of concrete-filled circular hollow section. For this study was adopted a structural bolt like a shear connector in order to verify the validity of the analytical expressions in ABNT NBR 16239: 2014 [1]. Was carried out a series of push-out tests, fixing the outer diameter of the hollow section and varying the thickness, the bolt diameter, the strength of concrete and the hole dimension. Analysis of the results shows that is possible to use this type of shear connector. The Brazilian prescriptions results are conservative and may be adjusted to provide strength capacity value closest to the experiment.Keywords: concrete filled steel tube, circular hollow section, push-out test.Este trabalho compreende um estudo analítico e experimental do comportamento estrutural de conectores de cisalhamento em pilares mistos, formados por perfis tubulares laminados de seção circular de aço preenchido por concreto simples. Para este estudo foi adotado um conector do tipo parafuso estrutural, a fim de verificar a validade das expressões analíticas constantes na ABNT NBR 16239:2014 [1]. Foi realizada uma série de ensaios experimentais de cisalhamento direto, fixando o diâmetro externo do tubo e variando a espessura, o diâmetro do parafuso, a resistência do concreto e a presença ou não de folga no furo. Da análise dos resultados observa-se que é viável a utilização desse tipo de conector, que as equações existentes para o dimensionamento dos mesmos estão a favor da segurança e podem ser ajustadas para fornecer valores de capacidade resistente mais próximo do experimental.Palavras-chave: pilar misto preenchido, seção tubular circular, ensaio de cisalhamento direto.

show abstract

“…The element will be removed from the mesh when the stiffness at all integration points reaches the maximum degradation. In this study, the damage parameters of headed shear studs were taken from Nguyen and Kim [22].…”

Section: Steelsmentioning

confidence: 99%

Finite element modelling of blind bolted composite joints

Thai

2015

Journal of Constructional Steel Research

View full text Add to dashboard Cite

Finite element modeling of push-out tests for large stud shear connectors

Cited by 261 publications

References 22 publications

An experimental study on the behaviour and design of shear connectors embedded in solid slabs at elevated temperatures

An experimental study on the behaviour and design of shear connectors embedded in solid slabs at elevated temperatures

Experimental analysis of a mechanical shear connector in concrete filled steel tube column

Finite element modelling of blind bolted composite joints

Contact Info

Product

Resources

About