UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS

Maryam Hashm; Masihullah Noori; Ahmad Reshad Noorı; Silda Ghazi Doorı

doi:10.54365/adyumbd.1350473

TR EN

GÖVDESİNDE DAİRESEL, KARE VE BEŞGEN BOŞLUK BULUNDURAN PETEK KİRİŞLERİN SÖNÜMSÜZ ZORLANMIŞ TİTREŞİM ANALİZİ

Öz

Bu çalışma, dinamik yüklerin zaman bağlı özelliğini vurgulayarak gövde boşluk tiplerinin çelik petek kirişlerin zorlanmış titreşim davranışına etkisini ele almaktadır. Bu kirişler, gelişmiş yapısal özellikleri ve azaltılmış ağırlıkları nedeniyle pratikte yaygın olarak kullanılmaktadır. Ancak, gövde boşluklarının bulundurması, bu kirişlerin kesme ve burulma mukavemeti kapasitelerini potansiyel olarak azaltmaktadır. Bu çalışmada, üç farklı boşluk tipi dikkate alınmıştır. Petek kirişlerin zamana bağlı yükler etkisinde zorlanmış titreşimini incelemek için sonlu elemanlar yöntemine dayalı ANSYS programı kullanılmıştır. Ayrıca, kirişin geometrisi, sınır koşulları gibi parametrelerin petek kirişlerin dinamik davranışına etkisi incelenmiştir. Elde edilen sonuçlar, boşluk tiplerinin zorlanmış titreşim genliklerine ve salınım periyotlarına önemli bir etki ettiğini göstermektedir.

Anahtar Kelimeler

Petek çelik kiriş , sonlu elemanlar analizi , zorlanmış titreşim , dinamik davranış , gövde boşluk şekli

UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS

Abstract

This study conducts a comprehensive investigation into the influence of web opening shapes on the forced vibration response of castellated steel beams, particularly emphasizing the temporal aspects of the dynamics. These beams are widely employed in practice due to their enhanced structural efficiency and reduced weight, but the incorporation of web openings may potentially impair their shear and bending strength capacities. Three types of web opening shapes are considered. Finite element methodology is employed using ANSYS. The investigation encompasses the forced vibration behavior of castellated steel beams subjected to varying loads. Additionally, the impact of various parameters, including the beam’s geometry, and boundary conditions, on the dynamic behavior of castellated beams are analyzed. The obtained results demonstrate that the web opening shape has significant influence on the vibration amplitudes and oscillation periods of castellated steel beams.

Keywords

Castellated steel beam , finite element analysis , forced vibration , dynamic behavior , web opening shapes

References

Rajalakshmi E. Modeling and manual design comparision of streeses in castellated beam using ansys. International Conference on Current Trends in Engineering and Technology (ICCTET) 2013; 220–224. IEEE.
Ismail RES, Fahmy AS, Tawfik NM. Ultimate behavior of composite castellated beams under vertical loads. International Journal of Computer Applications 2014; 108:40¬–46
Ahyar MR, Setiyawan P, Adinata CT, & Sukadana E. Flexural behaviour of different stiffener section area on full height rectangular opening castellated steel beam. IOP Conference Series: Earth and Environmental Science 2022; 955.
Al-Thabhawee HW, Mohammed A. Experimental study for strengthening octagonal castellated steel beams using circular and octagonal ring stiffeners. IOP Conference Series: Materials Science and Engineering 2019; 584.
Jackson RL. Vibration and flexural strength characteristics of composite castellated beams (Doctoral dissertation, Virginia Tech).
Abdulridha SQ, Muteb HH, Abdulqader SS. Ultimate strength capacity of composite self-compacting castellated steel beams. IOP Conference Series: Materials Science and Engineering 2018; 433.
Mathur S, Senthilpandian M, Karthikeyan K. Static and dynamic analysis of steel beams with web openings. Journal of Physics: Conference Series 2020; 1716.
Eroglu U, Tufekci E. A new finite element formulation for free vibrations of planar curved beams. Mechanics Based Design of Structures and Machines 2018; 46: 730–750.
Lei JS, Yuan WB, Li LY. Axial compression buckling of castellated columns at elevated temperatures. International Journal of Structural Stability and Dynamics 2017; 17(3);
Lei JS, Kim B, Li LY. Dynamic instability analysis of axially compressed castellated columns. International Journal of Steel Structures 2020; 20: 559–566.

Luo C, Wang F, Chen H, Chen L, Fu C, Chen Y, Liao Q. Castellated steel beams under impact load. Journal of Constructional Steel Research 2022; 196.
Qiao H, Guo Z, Chen Y. Experimental investigation of a substructure in a frame with castellated steel beams in case of a column loss. Engineering Structures 2022; 255.
Jaini ZM, Han Kit SK, Feng YT. Numerical assessment on fatigue failure of castellated steel beams under sinusoidal vibration. International Journal of Sustainable Construction Engineering and Technology 2020; 11: 273–283.
Ertürkmen D, Noorı AR . Farklı geometrik boşluklu eğri eksenli petek kirişlerin sonlu elemanlar yöntemi ile serbest titreşim analizi. Gümüşhane Üniversitesi Fen Bilimleri Dergisi 2023; 13(4): 1019-1032.
Jia L, Li Q, Ji W, Chen C, Du J, Geng K. Influence of the local buckling of web on the bearing capacity of a castellated beam/composite beam under pure bending. Structures 2024; 63: 106358).
Subramanian R, Jagadeesan K. Experimental analysis and study on shear performances of castellated beam chassis under three cases of stiffener. Journal of Engineering Research 2021; 11: 292–323
Wakchaure MR, Sagade AV. Finite element analysis of castellated steel beam. International Journal Of Engineering And Innovative Technology 2012; 2: 365–370.
Deepha R, Jayalekshmi S, Jagadeesan K. Nonlinear analysis of castellated ISMB150 – I beam with hexagonal openings – a finite element approach. Materials Today: Proceedings 2020; 27: A8–A16.
Shendge DK, Shinde B. Castellated beam optimization by using finite element analysis: a review. International Journal Of Engineering And Science (IJES) 2015; 4: 12–14
Jamadar AM, Kumbhar PD. Finite element analysis of castellated beam: a review. International Journal of Innovative Research in Advanced Engineering (IJIRAE) 2014; 1: 125–129
Elaiwi S, Kim B, Li LY. Bending analysis of castellated beams. Athens Journal of Τechnology & Engineering 2019; 6: 1–16.
Doori SG, Noori AR. Finite element approach for the bending analysis of castellated steel beams with various web openings. ALKU Journal of Science 2021; 2: 38–49.
Morkhade SG, Shaikh S, Kumbhar A, Shaikh A, Tiwari R. (2018). Comparative study of ultimate load for castellated and plain webbed beam. International Journal of Civil Engineering and Technology 2018; 9: 1466–1476.
Li C, Gao Y, Yang K, Wang X. Low cycle response analysis of welded aluminum alloy box castellated beam. IOP Conference Series: Earth and Environmental Science 2021; 719.
Ertürkmen D, Noori AR. Sonlu elemanlar yöntemi ile eğri eksenli petek kirişlerin eğilme analizi. Çukurova Üniversitesi Mühendislik Fakültesi Dergisi 2023; 38: 73–84.
Mezher NAM, Noori AR, Ertürkmen D. Influence of the web opening shapes on the bending and free vibration responses of castellated steel beams. International Journal of Engineering Technologies IJET 2023; 8: 83–100.
Aribas UN, Atalay M, Omurtag MH. Warping included mixed finite elements for bending and stresses of functionally graded exact curved beams. Mechanics of Advanced Materials and Structures 2023;1–17.
Aslan TA, Temel B. Finite element analysis of the seepage problem in the dam body and foundation based on the Galerkin’s approach. European Mechanical Science 2022; 6: 143–151.
Noori AR, Aslan TA, Temel B. Dairesel plaklarin sonlu elemanlar yöntemi ile laplace uzayinda dinamik analizi. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 2019; 8: 193–205.
Barrenechea GR, John V, Knobloch P. Finite element methods respecting the discrete maximum principle for convection-diffusion equations. SIAM Review 2024; 66: 3–88.
ANSYS, Inc Release Ansys 2023 R1, Canonsburg, PA, 2022.Morshed, S., & Prorok, B. C. (2007).
Lengvarský P, Bocko J, Hagara M. Modal analysis of titan cantilever beam using ANSYS and SolidWorks. American Journal of Mechanical Engineering 2013; 1: 271–275.
Morshed S, Prorok BC. Tailoring beam mechanics towards enhancing detection of hazardous biological species. Experimental Mechanics 2007; 47: 405–415.
Mechanical APDL Element Reference, 2013, Inc., 275 Technology Drive, Canonsburg, PA 15317.

Details

Primary Language

English

Subjects

Inter-Organisational, Extra-Organisational and Global Information Systems

Journal Section

Research Article

Authors

Maryam Hashm ^*
0009-0004-4294-3995
Türkiye

Masihullah Noori
0009-0000-7074-1494
Türkiye

Ahmad Reshad Noorı
0000-0001-6232-6303
Türkiye

Silda Ghazi Doorı
0000-0002-0977-1253
Türkiye

Publication Date

April 30, 2024

Submission Date

August 26, 2023

Acceptance Date

February 27, 2024

Published in Issue

Year 2024 Volume: 11 Number: 22

DOI

https://doi.org/10.54365/adyumbd.1350473

IZ

https://izlik.org/JA77GZ78FY

APA

Hashm, M., Noori, M., Noorı, A. R., & Doorı, S. G. (2024). UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, 11(22), 46-62. https://doi.org/10.54365/adyumbd.1350473

AMA

1.Hashm M, Noori M, Noorı AR, Doorı SG. UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. 2024;11(22):46-62. doi:10.54365/adyumbd.1350473

Chicago

Hashm, Maryam, Masihullah Noori, Ahmad Reshad Noorı, and Silda Ghazi Doorı. 2024. “UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS”. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi 11 (22): 46-62. https://doi.org/10.54365/adyumbd.1350473.

EndNote

Hashm M, Noori M, Noorı AR, Doorı SG (April 1, 2024) UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi 11 22 46–62.

IEEE

[1]M. Hashm, M. Noori, A. R. Noorı, and S. G. Doorı, “UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS”, Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, vol. 11, no. 22, pp. 46–62, Apr. 2024, doi: 10.54365/adyumbd.1350473.

ISNAD

Hashm, Maryam - Noori, Masihullah - Noorı, Ahmad Reshad - Doorı, Silda Ghazi. “UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS”. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi 11/22 (April 1, 2024): 46-62. https://doi.org/10.54365/adyumbd.1350473.

JAMA

1.Hashm M, Noori M, Noorı AR, Doorı SG. UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. 2024;11:46–62.

MLA

Hashm, Maryam, et al. “UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS”. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, vol. 11, no. 22, Apr. 2024, pp. 46-62, doi:10.54365/adyumbd.1350473.

Vancouver

1.Maryam Hashm, Masihullah Noori, Ahmad Reshad Noorı, Silda Ghazi Doorı. UNDAMPED FORCED VIBRATION ANALYSIS OF CASTELLATED STEEL BEAM WITH CIRCULAR, SQUARE AND PENTAGONAL WEB OPENINGS. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi. 2024 Apr. 1;11(22):46-62. doi:10.54365/adyumbd.1350473

Cited By

Hexacopter Yapısındaki Bir Dron İçin Gövde Ana Parçasının Üç Boyutlu Sonlu Elemanlar Yöntemi İle Serbest Titreşim Analizi

Çukurova Üniversitesi Mühendislik Fakültesi Dergisi

https://doi.org/10.21605/cukurovaumfd.1637013

Dynamic analysis of elastic and viscoelastic FGM rectangular plates

Noise & Vibration Worldwide

https://doi.org/10.1177/09574565261419547