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Miscellanea Views: 1,107 Downloads: 904 Vol. 16, No. 62 (2022) September 22, 2022 pp. 26-53

Numerical investigation on strengthening steel beams with web openings using GFRP

Hamda Guedaoura, Yazid Hadidane, Mohammed J Altaee

This study presents the first investigation into the use of glass fiber reinforced polymer GFRP to strengthen steel beams with web openings. Based on previous research about the strengthening of steel beams with web perforation using…

10.3221/IGF-ESIS.62.03

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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: Structural Integrity and Safety: Experimental and Numerical Perspectives Views: 803 Downloads: 542 Vol. 13, No. 50 (2019) August 19, 2019 pp. 264-275

Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams

Carla Cristiane Silva, Rodrigo Barreto Caldas, Ricardo Hallal Fakury, Hermes Carvalho, João Victor Fragoso Dias

Continuous composite beams may suffer a global instability know as lateral distortional buckling (LDB). The design code EN 1994-1-1:2004 provides a procedure for the verification of this ultimate limit state, in which the resistant bending…

10.3221/IGF-ESIS.50.22

Details: Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams PDF Visual Abstract

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Numerical investigation on strengthening steel beams with web openings using GFRP

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

Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams