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Failure Analysis, Case Studies and Forensic Engineering Views: 791 Downloads: 687 Vol. 15, No. 57 (2021) June 22, 2021 pp. 24-39

Parametric study of I-shaped shear connectors with different orientations in push-out test

Boursas Farid, Djamel Boutagouga

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…

10.3221/IGF-ESIS.57.03

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SI: Steels and Composites for Engineering Structures Views: 701 Downloads: 438 Vol. 16, No. 59 (2022) December 22, 2021 pp. 254-264

The influences of the number of concrete dowels to shear resistance based on push out tests

Anh-Tuan Vu, Ngoc-Duc Han, Kien Nguyen, Dinh-Hoa Nguyen

To reduce the depth of floor-beam structures and to save the cost of headed-shear studs, many types of shallow composite beam have been developed during the last few years. Among them, the shallow-hollow steel beam consists of web…

10.3221/IGF-ESIS.59.19

Details: The influences of the number of concrete dowels to shear resistance based on push out tests PDF Visual Abstract

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SI: Modeling in Structural Integrity Views: 371 Downloads: 330 Vol. 19, No. 74 (2025) September 4, 2025 pp. 206-216

Implementation of interface damage model with friction to concrete-FRP shear connector

Eva Kormaníková, Roman Vodička, Daniel Dubecký, Michala Weissová

The study investigates the application of fibre-reinforced polymer (FRP) composites in constructions of bridges. It highlights the main advantages of using FRP as a building material and points out its suitability for various structural…

10.3221/IGF-ESIS.74.14

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Parametric study of I-shaped shear connectors with different orientations in push-out test

The influences of the number of concrete dowels to shear resistance based on push out tests

Implementation of interface damage model with friction to concrete-FRP shear connector