Effect of Web Opening on the Ultimate Capacity of Steel Plate Girders under Two Points Load [PDF]
Engineering and Technology Journal, 2016 The structural behavior of steel plate girders with web opening is investigated in this study. An experimental and theoretical investigation of plate girders with circle and square openings in the web was conducted. The experimental work included testing
Mazin A. Al-Mazini
semanticscholar +2 more sources
Optimum Shapes and Sizes on Torsion Behaviour of I-Beam with Web Opening
MATEC Web of Conferences, 2016 Numerical study on torsion behaviour of I-beam with web opening was carried out and presented in this paper. Optimum shapes and sizes which enhance the torsion behaviour of the I-beam with web opening as well as lead to economic design in terms of both ...
F. De’nan, N. Hashim
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FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING [PDF]
Engineering Heritage Journal, 2017 In recent years, a great deal of design for both steel and composite beams with web openings. Among the benefits is the behavior of steel and composite beams is quite similar at web openings. It was clearly found that the stress and the deflection values
F. De’nan, F. M. Nazri, N. Hashim
semanticscholar +2 more sources
The effectiveness of CFRP strengthening of steel plate girders with web opening subjected to shear
MATEC Web of Conferences, 2018 The present study is experimental by nature; it involves applying shear buckling test on seven steel-plated girders that are subjected to shear loading.
M. Hamood, W. Abdulsahib, A. Abdullah
semanticscholar +2 more sources
Effect of Steel Fiber on The Behavior of Deep Beams With and Without Web Opening [PDF]
Engineering and Technology Journal, 2011 This study investigates experimentally the strengthening of reinforced concrete deep beams using steel fibers. The experimental work could be divided in two parts, the first part consists of casting and testing six deep beams without web opening and the ...
Ahmed S. Diab +2 more
semanticscholar +2 more sources
Axial compression performance of partially encased concrete columns with web opening. [PDF]
Sci RepThe objective of this study is to comprehensively assess the behavior of partially encased concrete (PEC) columns with web openings under axial compression. The primary objectives of this study are to analyze damage patterns and investigate the influence
Liang J, Wang Y, Zou W, Wang C, Li W.
europepmc +2 more sources
Effect of Web Opening Location on Fatigue Assessment of H Section Steel Beams [PDF]
Journal of Engineering Research - Egypt, 2022 In the last decades, steel beams with web opening were used extensively as useful structural and architectural elements due to their many advantages. In this research, steel beams with web opening subjected to static loading were modelled using the multi-
Ahmed Elboghdady +3 more
doaj +1 more source
Development of Strut Model for Evaluating Shear Capacity of Beams With Elongated Circular Web Openings [PDF]
Journal of Structural and Construction Engineering, 2021 There are a number of reasons for considering web openings in steel structures with I-sections. Design of these structural members is always a practical challenge in steel construction.
Vahid Akrami
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Experimentally investigating the structural capacity of slender web tapered built up plate girder with web opening. [PDF]
Sci RepBuilt-up plate girders are widely used in structural applications where hot-rolled beams may not provide sufficient strength or stiffness. To achieve a cost-effective design, tapered plate girders are often employed, allowing for an optimized ...
Taher M +3 more
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Behavior of Steel Plate Girders with Web Openings Loaded in Shear [PDF]
Engineering and Technology Journal, 2013 The structural behavior of three steel plate girders under shear is studied. The first one is the reference plate girder (G) which is prepared without web openings, and the second one (GO) is fabricated to contain circular opening at the center of each ...
May J. Hamoodi, Marwa S. Abdul Gabar
doaj +1 more source