Effects of Edge-Stiffened Circular Holes on the Web Crippling Strength of Cold-Formed Steel Channel Sections Under One-Flange Loading Conditions

Engineering Structures - United Kingdom
doi 10.1016/j.engstruct.2017.02.042
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Elsevier BV

Related search

Web Crippling Strength of Cold-Formed Stainless Steel Lipped Channel-Sections With Web Openings Subjected to Interior-One-Flange Loading Condition

Steel and Composite Structures
BuildingAlloysCivilMetalsConstructionStructural Engineering
2016English

The Effects of Web Opening on Web Crippling Strength of Cold-Formed Steel Channels Under Interior-Two-Flange Loading Condition

2012English

Experimental Study of Unlipped Channel Beams Subject to Web Crippling Under One Flange Load Cases

2019English

Load Carrying Capacity of High Strength Cold-Formed Steel Built-Up Box Sections

2010English

Experiments on Cold-Formed Ferritic Stainless Steel Slender Sections

Journal of Constructional Steel Research
BuildingMechanics of MaterialsAlloysCivilStructural EngineeringConstructionMetals
2015English

Case Study of Element Types on Cold Formed Steel Angle Sections Under Tensile Using Ansys

International Journal of Trend in Scientific Research and Development
2018English

Experimental and Numerical Studies of Hollow Flange Channel Beams Subject to Web Crippling Under ETF and ITF Load Cases

2015English

Experimental Study of Cold-Formed Ferritic Stainless Steel Hollow Sections

Journal of Structural Engineering
BuildingMaterials ScienceMechanical EngineeringCivilStructural EngineeringConstructionMechanics of Materials
2013English

Experimental Study of Load Bearing Cold-Formed Steel Wall Systems Under Fire Conditions

Thin-Walled Structures
BuildingCivilConstructionMechanical EngineeringStructural Engineering
2013English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy