State of Stress of Castellated Beams with Circular Apertures under Distributed Load and Pure Bending

Alexej I. Pritykin

doi:10.4028/www.scientific.net/MSF.974.521

Paper Titles

The Influence of the Temperature Gradient near the Crack Surface on its Stability under Steady-State Thermomechanical Effects
p.496

Perspectives of the Application for the Nonlinear Deformation Model in the Calculations of Reinforced Concrete Elements
p.505

Analysis of the Stress-Strain State of Ceramic Brick when Tested for Compressive Strength
p.510

Two-Layer Ferrocement Shells Stress-Strain State Modeling under the Fire Conditions
p.515

State of Stress of Castellated Beams with Circular Apertures under Distributed Load and Pure Bending
p.521

Local Stability of Beams with a Flexible Wall with the Concentrated Force Action
p.529

Reinforcement of Structures with Composite Materials
p.535

Experimental Studies of the Parameters of the Contact Problem in the Design of Plastic Tube Concrete Structures
p.542

Rectangular Cross Section Beams Calculation on the Stability of a Flat Bending Shape Taking into Account the Initial Imperfections
p.551

HomeMaterials Science ForumMaterials Science Forum Vol. 974State of Stress of Castellated Beams with Circular...

State of Stress of Castellated Beams with Circular Apertures under Distributed Load and Pure Bending

Abstract:

The regularities of stress distribution in perforated beams with circular apertures under distributed load and pure bending. Such beams are made of different materials: carbon fiber is used in aircraft for these purposes, and steel is used in construction. Beams with different perforation parameters were considered and an empirical relation was obtained for equivalent von Mises stresses in castellated beams near the apertures’ outlines based on the analysis of FEM calculations. In this paper, beams made of C345 steel were considered. It is established that the maximum values of equivalent stresses near apertures under different loading types vary along the beam length in proportion to the values of the bending moment. The values of stress concentration coefficients for the pure bending are determined depending on the perforation parameters. The acceptability of the obtained empirical dependencies for equivalent stresses was verified using the FEM calculations based on the ANSYS software package. There is a good correlation between the results of FEM calculations and empirical dependence.

You might also be interested in these eBooks

Materials and Technologies in Construction and Architecture II

View Preview

Info:

Periodical:

Materials Science Forum (Volume 974)

Pages:

521-528

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.974.521

Citation:

Cite this paper

Online since:

December 2019

Authors:

Alexej I. Pritykin*

Keywords:

Circular Apertures, Concentration of Stresses FEM, Empirical Relations, Von Mises Stresses

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

References

[1] Liu T.C.H., Chung K.F., Steel beam with large web opening of various shapes and sizes: Finite element Investigation, Journal of Constructional steel Research. 59 (2003) 1159- 1176.

DOI: 10.1016/s0143-974x(03)00030-0

Google Scholar

[2] Lagros N. D., Psarras L. D., Papadrakasis М., Panagiotou G., Optimum design of steel structures with web opening, Journal of Engineering Structures. 4 (30) (2008) 2528-2537.

DOI: 10.1016/j.engstruct.2008.02.002

Google Scholar

[3] Chhapkhane N.K., Kamble S.R., Analysis of stress distribution in castellated beam using finite element method and experimental techniques, International Journal of Mechanical Engineering applications Research. 3 (3) (2012) 190-197.

Google Scholar

[4] Pritykin A., Stress concentration in castellated I-beams under transverse bending, Mechanika. 19 (2016) 105-111.

Google Scholar

[5] Wakchaure M.R., Sagade A.V., Finite element analysis of castellated steel beam, International Journal of Engineering and Innovative Technology. 1 (2) (2012) 365-370.

Google Scholar

[6] Cellular Beams. Engineers Design Guide. Steel Construction Institute and Westok. (2005) 1-48.

Google Scholar

[7] Pritykin A. Lavrova A., Prediction of the stress level and stress concentration in cellular beams with circular openings, Mehanics. 4 (23) (2017) 488-494.

DOI: 10.5755/j01.mech.23.4.15136

Google Scholar

[8] Pritykin A.I., Lavrova A.S., Stress distribution in perforated beams with circular openings under transverse bending, Industrial and Civil Building. 2 (2017) 81-85.

Google Scholar

[9] Pritykin A.I., Distribution and stress concentration in floors with oval and circular openings, Marine IT technologies. 3 (37) (2017) 29-35.

Google Scholar