Effect of web post width on strength capacity of steel beams with web openings: Experimental and analytical investigation

SG Morkhade, LM Gupta, CH Martins - Practice Periodical on …, 2022 - ascelibrary.org
Day by day, technology has been changing progressively because of the remarkable
hastening of research and development activities. Perforated beams are one such example …

Buckling performance evaluation of steel cellular beams strengthened with flange cover plate

SG Morkhade, KR Jagtap, PS Ghorpade… - Asian Journal of Civil …, 2022 - Springer
The use of steel cellular beams (beams with circular shape of openings) has been
increasing day by day because of its architectural appearance as well as many other …

[PDF][PDF] Technical lateral buckling with stress and strain analysis of semi-slender thin-walled cylindrical pinned column made of steel st35 simplified with Ael, Jzel, E= Ec …

K Murawski - 2023 - researchgate.net
The paper continues and discusses the next case of the simplified method of the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

Experimental study on flexural behavior of light steel hollow flange beam with various stiffening arrangements

KV Raut, SG Morkhade, RR Khartode… - Innovative Infrastructure …, 2020 - Springer
Nowadays, cold-form steel section is widely used in the construction of steel structure as
they proved more efficient as compared to the hot-rolled section. The steel beams are also …

[PDF][PDF] Technical Lateral Buckling, Stress and Strain Analysis Simplified with Aall, Jzall, Epl= Ec of Semi-slender Thin-walled Cylindrical Pinned Column made of Steel …

K Murawski - 2023 - researchgate.net
The paper continues and discusses the next case of the simplified method of the Technical
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …

Experimental and Numerical Tests on Beams with Web Openings Under Cyclic Loading

M Maali, N Çınar - International Journal of Civil Engineering, 2024 - Springer
The aim of this study is to increase the load–displacement capacities of beams with web
openings exposed to cyclic loading, to reduce the distortion in rigidity and to design high …

[PDF][PDF] Experimental Results of Lateral Buckling of Thin-walled Semi-slender Columns with Pinned Ends Made of Steel R35 in the Elastic-plastic States in Comparison …

K Murawski - 2020 - researchgate.net
The paper presents the comparison of experimental results obtained from tests on
semislender columns with pinned ends made of steel R35 to simplifications and hypotheses …

[PDF][PDF] Technical Lateral Buckling, Stress and Strain Analysis with assumed A= Ael, Jz= Jzall, Eel= Ec, Epl= Esc of Semi-slender Thin-walled Cylindrical Pinned …

K Murawski - 2023 - researchgate.net
The paper continues and discusses the next case of the method of the Technical Stability
Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi-slender …

Ultimate strength of singly symmetrical I-section steel beams with variable flange ratio

GM El-Mahdy, MM El-Saadawy - Thin-Walled Structures, 2015 - Elsevier
Long steel beams in entrances of hotel lobbies and halls often support a masonry wall and
are laterally unsupported. These beams do not reach their in-plane flexural capacity due to …

Lateral torsional buckling of wooden beams with midspan lateral bracing offset from section midheight

Y Hu, M Mohareb, G Doudak - Journal of Engineering Mechanics, 2017 - ascelibrary.org
An energy-based solution is developed for the lateral torsional buckling analysis of wooden
beams with a midspan lateral brace subjected to uniformly distributed loads or midspan …