Fastened Aluminum-Lipped Channel Sections Subjected to Web Crippling under Two-Flange Loading Conditions: Experimental Study

Author:

Alsanat Husam1,Gunalan Shanmuganathan2ORCID,Poologanathan Keerthan3,Guan Hong4,Baniotopoulos Charalampos5

Affiliation:

1. Research Assistant, School of Engineering and Built Environment, Griffith Univ., Gold Coast, QLD 4222, Australia; Research Assistant, School of Engineering, Al-Hussein Bin Talal Univ., P.O. Box 20 Ma’an, Jordan.

2. Senior Lecturer, School of Engineering and Built Environment, Griffith Univ., Nathan, QLD 4111, Australia (corresponding author). ORCID: .

3. Associate Professor, Faculty of Engineering and Environment, Univ. of Northumbria, Newcastle NE1 8ST, UK.

4. Professor, School of Engineering and Built Environment, Griffith Univ., Gold Coast, QLD 4222 Australia.

5. Professor, Dept. of Civil Engineering, Univ. of Birmingham, Birmingham B15 2TT, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Experimental study of aluminium lipped channel sections subjected to web crippling under two flange load cases

2. Web crippling behaviour and design of aluminium lipped channel sections under two flange loading conditions

3. Beshara B. and R. M. Schuster. 2000. “Web crippling of cold formed steel C- and Z- sections.” In Proc. 15th Int. Specialty Conf. on Cold-Formed Steel Structures. Rolla MO: Dept. of Civil Engineering Center for Cold-Formed Steel Structures.

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