[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 …
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …
[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 …
Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …
[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 …
Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi-slender …
[PDF][PDF] Stability of Structures Journal of Critical Engineering
K MURAWSKI - 2024 - researchgate.net
The paper presents the Finite Element Method (FEM) analysis for the loss of stability, in
elastic-plastic states of the axially compressed semi slender column pinned without friction …
elastic-plastic states of the axially compressed semi slender column pinned without friction …
[引用][C] Lateral buckling in elastic-plastic states of thin-walled semi-slender columns made of steel R35 according to known hypotheses
K Murawski - Preprint, 2020