Cold-Formed Cross-Sectional Folds with Optimal Signature Curve-Reference-Cited by-同舟云学术

Cold-Formed Cross-Sectional Folds with Optimal Signature Curve

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ahmadi Babak¹,Razi Shayan²^ORCID,Saghand Mohammad P.¹,Changizi Navid¹,Fallah Arash S.³,Tootkaboni Mazdak⁴

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Dartmouth, North Dartmouth, MA 02747.

2. Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Dartmouth, North Dartmouth, MA 02747. ORCID: .

3. Professor, Dept. of Mechanical, Electronics and Chemical Engineering, Oslo Metropolitan Univ., Oslo 0166, Norway.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Dartmouth, North Dartmouth, MA 02747 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7708

Reference42 articles.

1. Ádány S. 2018. “Signature curve for general thin-walled members.” In Proc. Annual Stability Conf. Chicago: AISC.

2. AISI (American Iron and Steel Institute). 2007. North American specification for the design of cold-formed steel structural members. Washington, DC: AISI.

3. Instability-driven family optimization of cold-formed steel lipped-channel cross-sections with strength and stiffness constraints

4. Chamberlain P. Z. and M. Kripka. 2012. “Cross section optimization using simulated annealing of cold-formed steel channel columns.” In Proc. Annual Stability Conf. Structural Stability Research Council 39–54. Chicago: AISC.

5. Finite strip method for the free vibration and buckling analysis of plates with abrupt changes in thickness and complex support conditions