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Information Journal Paper

Title

Numerical Investigation on the Behavior of Castelated Plate Girders

Pages

  93-98

Abstract

 1. Introduction: In the Civil Engineering field, we have to search a structure with lower weight and cost, to reach minimal energy and materials. Since using of Cellular and Castellated Beams can provide higher bending strength and stiffness without increasing the weight of the structure, therefore, in the recent years, they have lionized by most researchers. In some structures like bridges, in order to large stiffness and high strength, we have to use special beams with large dimensions and height. On the other hand, to solve this necessity, it is not possible to use hot-rolled Castellated Beams. So Castellated Plate Girders can be used. In this paper, it is denoted that castellated Plate Girders can be used in long spans as a convenient choice...

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  • Cite

    APA: Copy

    Veladi, Hedayat, Shadfaran, Mehrdad, & Yasrebi, Seyed Farzad. (2018). Numerical Investigation on the Behavior of Castelated Plate Girders. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 48(2 (91) ), 93-98. SID. https://sid.ir/paper/340561/en

    Vancouver: Copy

    Veladi Hedayat, Shadfaran Mehrdad, Yasrebi Seyed Farzad. Numerical Investigation on the Behavior of Castelated Plate Girders. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2018;48(2 (91) ):93-98. Available from: https://sid.ir/paper/340561/en

    IEEE: Copy

    Hedayat Veladi, Mehrdad Shadfaran, and Seyed Farzad Yasrebi, “Numerical Investigation on the Behavior of Castelated Plate Girders,” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 48, no. 2 (91) , pp. 93–98, 2018, [Online]. Available: https://sid.ir/paper/340561/en

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