STUDI NUMERIK PERILAKU PENGARUH TEGANGAN SISA PADA KOLOM BAJA KASTELA YANG DIBEBANI TEKAN AKSIAL
Article Sidebar
Main Article Content
Abstract
In the field of construction, the development of science in particular to study the properties and behavior of steel components is needed to facilitate the planning of steel structures. The behavior of the steel components to be investigated is the effect of the residual stress on the castellated steel column burdened by axial pressure. The critical compressive strength of bending on the weak axis is examined with finite element method (FEM) to consider the effect of residual stress patterns and geometry of the castellate components. Three specimens were analyzed with various lengths and the profile used was the hexagonal castellate profile. The structure modeling is conditioned as such, so that it is a copy of the original condition. Analysis was carried out using Ansys v.18 Finite Element Method software and FEM result shows that the greater the slenderness ratio, the effect of the residual stress is lesser.
Keywords: hexagonal castella profile, bending of weak axis, residual stress, Ansys finite element method
Dalam bidang konstruksi, pengembangan ilmu khususnya untuk mempelajari sifat -sifat dan perilaku komponen baja sangat diperlukan untuk mempermudah dalam perencanaan struktur baja. Perilaku komponen baja yang akan diteliti adalah pengaruh tegangan sisa pada kolom baja kastela yang dibebani tekan aksial. Gaya tekan kritis tekuk lentur pada sumbu lemah diteliti dengan finite element method (FEM) untuk mempertimbangkan pengaruh pola tegangan sisa dan geometri komponen kastela. Sebanyak tiga benda uji dianalisis dengan berbagai panjang dan profil yang digunakan adalah profil kastela heksagonal. Pemodelan struktur dikondisikan sedemikian rupa sehingga sama dengan kondisi aslinya. Analisis dilakukan dengan perangkat lunak metode elemen hingga Ansys v.18 dan hasil FEM menunjukkan bahwa semakin besar rasio kelangsingan maka pengaruh tegangan sisa semakin kecil.
Kata kunci: profil kastela heksagonal, tekuk lentur sumbu lemah, tegangan sisa, metode elemen hingga Ansys
Article Details
This work is licensed under a Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan Creative Commons Attribution-ShareAlike 4.0 International License.
Authors transfer copyright or assign exclusive rights to the publisher (including commercial rights)
References
American Institute of Steel Construction. Load and Resistance Factor Design Specification for Structural Steel Buildings. Chicago : AISC, Inc., 1986. American Institute of Steel Construction. Specification for Structural steel Building (AISC36005). Chicago : AISC, Inc., 2005. American Institute of Steel Construction. Specification for Structural steel Building (AISC36016). Chicago : AISC, Inc., 2016. Beedle, L. S. (1951) Proposal Pilot program on the in?uence of residual stress on column strength. Fritz Laboratory Reports, paper 1501. Beedle, L. S. and Tall, L. (1960) Basic column strength. Journal of the Structural Division, 86(7):139–173. Beedle, L. S. and Huber, A. W. (1957) Residual stress and the compressive properties of steel - a summary report. Fritz Laboratory Reports, paper 46. Batterman, R. H. dan Johston B. G. (1967) Behavior and Maximum Strength of Metal Columns. ResearchGate Bjorhovde, R. (1972) Residual stresses in thick welded plates, project summary report, May 1972. Fritz Laboratory Reports, paper 347. Cook, R. D., Malkus, D. S., Plesha, M. E., dan Witt, R. J., (2002). Concept and Application of Finite Element Analysis. John Wiley & Sons, Inc. El-Sawy, K. M., Sweedan, M.I, Martini, M. I. (2009) Mayor Axis Elastic Buckling of Axial Loaded Castellated Steel Beam. Arab : Elsevier Galambos,T.V. (1963) Inelastic lateral buckling of beams. Journal of the Structural Division ASCE, 89 (236). Galambos, T. V. (1998) Guide to Stability Design Criteria for Metal Structures, Fifth edition. John Wiley and Sons. Galambos, T. V. dan Surovek, A. E., (2008) Structural Stability of Steel: Concepts and Applications for Structural Engineers. John Wiley & Sons, Inc. Huber, A. W. and Beedle, L. S., (1952) Further Results on The Influence of Residual Stress on Column Strength. Fritz Laboratory Reports. 42. Huber, A. W. and Beedle, L. S. (1954) Residual Stress and The Compressive Strength of Steel . Welding Journal, 33 (12), p. 589-s, Reprint No. 96 (54-3) Fritz Laboratory Reports. Huber, A. W. (1956) Summary of Important Findings on Residual Stress and Compressive Properties of Rolled WF Columns, Lehigh University. Huber, A. W. (1956) The Influence of Residual Stress on The Instability of Columns, Dissertation, Lehigh University. Lawson, R. and Hicks, S. (2011) Design of composite beams with large web openings. SCI (Steel Construction Institute). ISBN 9781859421970 Logan, D. L. (2007). A First Course in Finite Element Method, 4th Edition. ISBN Sonck, D., Boissonnade, N., Van Impe, R. (2012) Instabilities of Cellular Member Loaded in Bending or Compression. ResearchGate Sonck, D. (2014) Global Buckling of Castellated and Celluler Steel Beam and Columns. Research Gate. Sonck, D., Van Impe, R., Belis, J. (2014) Experimental Investigation of Residual Stresses in Steel Cellular and Castellated Members. Belgium : Elsevier
Tide, R.H.R. (1985), Reasonable Column Design Equations, Proceedings of the Annual Technical Session and Meeting, Cleveland, OH, April 16-17, 1985, Structural Stability Research Council, Bethlehem, PA. Tide, R.H.R. (2001), A Technical Note: Derivation of the LRFD Column Design Equations, Engineering Journal, AISC, Vol. 38, No. 3, 3rd Quarter, pp. 137–139. Yuan, W. B., Kim, B., Li, L.Y. (2013) Buckling of Axially Loaded Castellated Steel Columns. China : Elsevier Ziemian, R. D., (2010). Guide to Stability Design Criteria for Metal Structures, Sixth Edition. John Wiley & Sons, Inc.