P Van PHE, XH Nguyen - Journal of Materials and Engineering …, 2020 - revue.ummto.dz
Elastic and inelastic moment resistances of W-steel beams with considering the effects of initial imperfections and residual stresses are numerically investigated in the present study …
V Preetha, S Hariharan, P Santhoshkumar… - Materials Today …, 2021 - Elsevier
The Elastic and plastic behavioral studies on structural elements are inevitable for the seismic analysis of structures to know the consistent performance at all stages. The precise …
V Yurchenko, I Peleshko… - Eastern-European Journal …, 2024 - search.ebscohost.com
The object of this study is a castellated beam, in which the web openings have the shape of a regular hexagon. The beam is examined to find optimal cross-sectional dimensions. The …
Experimental investigation has been performed on twelve short and long castellated beam- column elements. The castellation process effectively increases the section resistance …
V Gurusamy, M Anbarasu… - AIP Conference …, 2023 - pubs.aip.org
Castellated beams are well contemporarily ascribable to their structural applications. The Castellated beams are manufactured by fragmenting hot-formed rolled section that is of I …
FA Abass, AM Al-Khekany - AIP Conference Proceedings, 2024 - pubs.aip.org
The purpose of this study was to find out the behavior of castellated steel beams under flexural loads only and under the influence of flexural and torsional together as the …
HCT Mai, TN Duy, PP Van, TB Tien… - Tạp chí Khoa học Giao …, 2022 - tcsj.utc.edu.vn
The inelastic buckling resistances of wide flange beams are strongly influenced by residual stresses and initial imperfections. However, the resistances as evaluated from simple …
P Van PHE - Journal of Materials and Engineering Structures « …, 2020 - revue.ummto.dz
The present study proposes three strengthening solutions for wide flange steel beams having residual stresses and initial imperfections. In Solution 1, a midspan web stiffener is …
CTM Huong, ND Tien, P Van Phe, BT Thanh, ND Binh - 2022 - scholar.archive.org
The inelastic buckling resistances of wide flange beams are strongly influenced by residual stresses and initial imperfections. However, the resistances as evaluated from simple …