Experimental Investigation on the Shear Strength of Corrugated Web Steel Plate Girder

Heppy Kristijanto*, Bambang Piscesa, Priyo Suprobo, Faimun Faimun

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This paper presents experimental investigations of corrugated web steel plate girder (CWSPG) tested under three-point bending to observe its shear strength capacity. The beam has a span of 3.5 m and a height of 1.0 m. The web thickness is 2 mm. The flange width and thickness are 250 mm and 15 mm. The girder web thickness was prepared as a thin member on purpose such that the shear failure will occur in the corrugated web. In addition to the corrugated web steel plate girder (CWSPG), a plain web steel plate girder (PWSPG) and a stiffened web steel plate girder (SWSPG) are also tested for comparison purposes. The test found out that the shear strength enhancement for the CWSPG specimen increased up to 100.35 % and 50.07 % compared to the PWSPG dan SWSPG specimens, respectively. Therefore, it can be concluded that corrugation in the web plate can significantly enhance the shear strength capacity of the steel plate girder.

Original languageEnglish
Title of host publicationAIP Conference Proceedings
EditorsWisnu Setiawan, Agus Dwi Anggono, Nurul Hidayati, Muhammad Kusban
PublisherAmerican Institute of Physics
Edition1
ISBN (Electronic)9780735448643
DOIs
Publication statusPublished - 23 Feb 2024
Event8th International Conference on Engineering, Technology, and Industrial Applications 2021, ICETIA 2021 - Surakarta, Indonesia
Duration: 15 Dec 202116 Dec 2021

Publication series

NameAIP Conference Proceedings
Number1
Volume2838
ISSN (Print)0094-243X
ISSN (Electronic)1551-7616

Conference

Conference8th International Conference on Engineering, Technology, and Industrial Applications 2021, ICETIA 2021
Country/TerritoryIndonesia
CitySurakarta
Period15/12/2116/12/21

Keywords

  • buckling
  • corrugated web
  • girder
  • shear strength
  • stiffener

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