Experimental and numerical investigation of steel-grout-steel sandwich shells for wind turbine towers

SM Vernardos, CJ Gantes, EG Badogiannis… - … of Constructional Steel …, 2021 - Elsevier
Aiming at enhancing a wind turbine tower's performance while keeping its external diameter
below transportability-imposed limits, a steel-grout-steel sandwich base segment comprising …

[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 …

[PDF][PDF] Experimental comparison of the known hypotheses of the lateral buckling for semi-slender pinned columns

K Murawski - International journal of structural glass and …, 2021 - researchgate.net
The paper presents the comparison of experimental results obtained from tests on semi-
slender columns with pinned ends made of steel R35 to simplifications and hypotheses of …

[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 …

Influence of internal and external hydraulic pressures on torsional resistance of steel-concrete double skin composite tubes

JT Wang, KL Yang, Y Yang - International Journal of Pressure Vessels and …, 2025 - Elsevier
In contrast to onshore engineering, the application of steel-concrete double skin composite
tubes in deep-sea oil and gas pipelines involves exposure to high external hydrostatic …

[PDF][PDF] Technical Buckling, Stress and Strain Simplified Analysis of Semi-Slender Thin-Walled Cylindrical Pinned Column

K Murawski - International Journal of Structural Glass and …, 2021 - researchgate.net
The stability of load-bearing members is a challenging issue for designers. The avoidance of
possible stability troubles is a mandatory step of the overall design process. The paper …

Prediction of the Punching Load Strength of SCS Slabs with Stud-Bolt Shear Connectors Using Numerical Modeling and GEP Algorithm

M Yousefi, M Golmohammadi… - … of Rehabilitation in …, 2023 - civiljournal.semnan.ac.ir
Using bolt shear connectors in Steel-Concrete-Steel (SCS) slabs is very important due to
producing a complete steel plates connection and adjusting the sandwich thickness …

Analytical Formula for Load-Carrying Capacity of Eccentrically Loaded CFDT Columns and Performance Comparison with CFST Columns Under Seismic Loads

S Asadollahi, M Labibzadeh, F Hosseinlou… - Iranian Journal of …, 2023 - Springer
Concrete-filled double-tube (CFDT) columns are a new idea in designing and building
structures. In this manuscript, the effect of various parameters (yield stress of the steel tube …

[PDF][PDF] Biaxial loading capacity of H-type reinforced concrete electric poles

A Eslami, M Ramezanpour… - … of Rehabilitation in …, 2024 - researchgate.net
Biaxial loading capacity of H-type reinforced concrete electric poles Page 1 Journal of
Rehabilitation in Civil Engineering 5-2 (2017) 01-15 1 journal homepage: http://civiljournal.semnan.ac.ir …