Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Parametric study on shear behaviour for triangular web profile steel section with openings
The cost of steel section had been the important factor in design process. Hence, triangular web profile which has higher shear capacity than normal flat web had been introduced. In order to reduce the steel weight, opening in web had been introduced. In this paper, a numerical study on shear strength for triangular web profile steel section with opening is carried out. A total of four various opening shapes and sizes of triangular web profile steel section are developed. A comparison of finite element analysis results on triangular web profile steel section with various web openings is reported. Overall results show that in term of deformed shapes, each model of the triangular web profile steel section with openings behave similarly. Triangular web profile steel section without opening has higher ultimate shear strength compared with triangular web profile steel section with openings. The best shape of opening is diamond shape because it’s give highest shear buckling capacity compared to circle, square and hexagon shape openings. Reduction in volume for diamond shape is lesser than the reduction in volume for circle, square and hexagon shape openings. The reduction in volume decreases, as the opening size decreases.
Parametric study on shear behaviour for triangular web profile steel section with openings
The cost of steel section had been the important factor in design process. Hence, triangular web profile which has higher shear capacity than normal flat web had been introduced. In order to reduce the steel weight, opening in web had been introduced. In this paper, a numerical study on shear strength for triangular web profile steel section with opening is carried out. A total of four various opening shapes and sizes of triangular web profile steel section are developed. A comparison of finite element analysis results on triangular web profile steel section with various web openings is reported. Overall results show that in term of deformed shapes, each model of the triangular web profile steel section with openings behave similarly. Triangular web profile steel section without opening has higher ultimate shear strength compared with triangular web profile steel section with openings. The best shape of opening is diamond shape because it’s give highest shear buckling capacity compared to circle, square and hexagon shape openings. Reduction in volume for diamond shape is lesser than the reduction in volume for circle, square and hexagon shape openings. The reduction in volume decreases, as the opening size decreases.
Parametric study on shear behaviour for triangular web profile steel section with openings
De’nan, Fatimah (Autor:in) / Keong, Choong Kok (Autor:in) / Hashim, Nor Salwani (Autor:in) / Yan, Kong Jing (Autor:in) / Aziz, Hamidi Abdul (Herausgeber:in) / Bakar, Badorul Hisham Abu (Herausgeber:in) / Johari, Megat Azmi Megat (Herausgeber:in) / Keong, Choong Kok (Herausgeber:in) / Yusoff, Mohd Suffian (Herausgeber:in) / Hasan, Mohd Rosli Mohd (Herausgeber:in)
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17): Sustainable Technology And Practice For Infrastructure and Community Resilience ; 2017 ; Penang, Malaysia
AIP Conference Proceedings ; 1892
16.10.2017
8 pages
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Nonlinear Analysis of Triangular Web Profile Steel Section Under Bending Behaviour
| Springer Verlag | 2018
Study on Bending Behaviour of Triangular Web Profile Steel Section by Finite Element Analysis
| British Library Conference Proceedings | 2011
| BASE | 2022
Seismic Behaviour of Steel Plate Shear Walls with Door and Window Sized Openings
| Springer Verlag | 2022