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Miscellanea Views: 742 Downloads: 419 Vol. 2, No. 6 (2008) pp. pages 20-29

A new method for the experimental study of fatigue behaviour of thermoplastic materials

M. Basso, A. Crevatin, M. Celotto, M. Sanità

Nowadays most industrial realities undergo a strong push to improve cost-effectiveness, productivity and quality of manufactured products. In particular we focussed our attention in the area of design of plastic structural components…

10.3221/IGF-ESIS.06.03

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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

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Structural Integrity and Durability of Structures Views: 613 Downloads: 423 Vol. 14, No. 53 (2020) July 19, 2020 pp. 353-371

Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections

Hesham Fawzy, Suzan Mustafa, Ahmed AbdEl-Badie

This study aims to assess the effect of high temperature on the bond strength of Concrete Filled Steel Tubular (CFST) sections incorporating crumb rubber particles as partial replacement of fine aggregates in concrete core. High daily…

10.3221/IGF-ESIS.53.28

Details: Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections PDF Visual Abstract

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A new method for the experimental study of fatigue behaviour of thermoplastic materials

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

Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections