Applying Optimization Techniques on Cold-Formed C-Channel Section Under Bending

نویسندگان

چکیده

Abstract There are no standard dimensions or shapes for cold-formed sections (CFS), making it difficult a designer to choose the optimal section in order obtain most cost-effective section. A great number of researchers have utilized various optimization strategies dimensions. Multi-objective CFS C-channel beams using non-dominated sorting genetic algorithm II was performed Microsoft Excel macro determine cross-section The beam optimized according its flexural capacity and cross-sectional area. computed utilizing effective width method (EWM) accordance with Egyptian code. constraints were selected so that derived from would be production construction-friendly. Pareto solution obtained 91 sections. curve demonstrates possesses both diversity convergence objective space. there is between 1 1.5 millimeters thickness. solutions validated by conducting comprehensive parametric analysis change corresponding local buckling capacity. In addition, performing single-objective based on at thicknesses single indicate increasing elements, excluding lip depth, will increase section’s carrying However, this depend coil’s wall more rapid thicker coils than thinner ones.

برای دانلود رایگان متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Flexural -Torsional Buckling Tests of Cold-Formed Lipped Channel Beams Under Restrained Boundary Conditions

In this paper, tests on flexural buckling ( Lateral – Torsional ) of cold-formed steel(CFS) lipped Channel beams under restrained boundary conditions are described Two point loading for flexural tests have been established for 3.0m span to obtain uniform bending moment. The section sizes selected for testing are 100x50x10 mm, 100x50x15 mm and 100x50x20 mm with 1.6mm and 2.0mm thickness for the ...

متن کامل

On Cold-Formed Steel Construction

Powder-actuated (also referred to as low velocity or powder-driven) fasteners are commonly used to attach cold-formed steel framing members, usually a track, to a concrete or structural steel support. Although commonly used, their behavior is less well understood than other fasteners such as screws, bolts and welds. The AISI Cold-Formed Steel Design Manual does not explicitly address powder act...

متن کامل

Impact of cross-section stability on cold-formed steel member stiffness and ductility

The objective of this paper is to provide work towards design methods to predict both the loss of stiffness and the available ductility for cold-formed steel members subject to cross-section deformations resulting from local and distortional buckling. Existing design specifications provide some guidance on how to predict the stiffness of cold-formed steel members, but no guidance on their avail...

متن کامل

Fuzzy Approach for Optimization of Cold-Formed Cross Sections

This paper presents a fuzzy procedure for obtaining optimal design of channel section shapes under bending moment. The proposed approach refers to an ideal, equivalent single objective representation for the bicriteria objectives, where the cross-sectional area of thin-walled beam is the first objective, while the deflection of the beam is the second one. The design variables were selected as t...

متن کامل

Tests to investigate the web slenderness limits for cold-formed RHS in bending

Steel beam cross sections are normally classified according to the effect of local buckling on the moment capacity of the section. This is achieved by defining slenderness limits for the flange and the web. This paper describes a series of bending tests on cold-formed RHS to examine these limits. The resulting experimental relationship between web slenderness and plastic rotation capacity is gi...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: International Journal of Applied Mechanics and Engineering

سال: 2022

ISSN: ['1734-4492', '2353-9003']

DOI: https://doi.org/10.2478/ijame-2022-0050