NUMERICAL ANALYSIS OF SHEAR CAPACITY OF DOUBLE CORRUGATED WEB GIRDER INFILLED

Cindy Mahzumah, Heppy Kristijanto, Ahmad Basshofi Habieb, Fikri Ghifari

Abstract


This research investigates the shear capacity of double corrugated web steel I- girders filled with concrete using finite element analysis. The study examines the influence of the corrugation angle and the thickness of the concrete filling on the strength capacity of the girder beams. Four beams were designed to fail in shear along a 1500 mm span from the left support of the beam, enabling the determination of shear failure conditions. Each beam had identical properties with a flange width (B) of 250 mm, a web height (H) of 1000 mm, a span length of 3500 mm, a flange thickness (tf) of 15 mm, and a web thickness (tw) of 1 mm. The research employed a 3-point bending method, applying a single load point 1500 mm from the left support. The tests were conducted by varying the corrugation angles and the thickness of the concrete filling in the corrugated web, which served as the research variables. The study aimed to determine the peak load-deflection curve, the failure mode diagram, and the shear capacity of the girder beams. The results of the tests showed that the double corrugated web steel I-girder filled with concrete, with a corrugation angle of 45 degrees and a concrete thickness of 65 mm, exhibited the best load-bearing strength among the three variations tested. It demonstrated a 52.65% increase in load capacity and a 53.49% reduction in deflection compared to the finite element validation test values. In contrast, the other three variations showed a decrease in shear strength.

Keywords


steel girder; corrugated web I-Girder; double corrugated web concrete filled girder; ABAQUS; shear capacity

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References


D. Supervisors: Ir. Priyo Suprobo, M. Bambang Piscesa, S. M. Doctoral Program in Structural Expertise, Department of Civil Engineering, Faculty of Civil Engineering and Earth Sciences, “Dissertation (Rc18 6601),” 2022.

N. Putu Ary Yuliadewi, H. Kristijanto, B. Piscesa, And P. Suprobo, “Shear Buckling Analysis Of Corrugated Web I-Girder With 3d Nonlinear Finite Element Method,” 2021.

F. Riahi, A. Behravesh, M. Y. Fard, And A. Armaghani, “Shear Buckling Analysis Of Steel Flat And Corrugated Web I-Girders,” Ksce Journal Of Civil Engineering, Vol. 22, No. 12, Pp. 5058–5073, Dec. 2018, Doi: 10.1007/S12205-017-1530-9.

H. Kristijanto, B. Piscesa, P. Suprobo, And F. Faimun, “Experimental Investigation On The Shear Strength Of Corrugated Web Steel Plate Girder.”

S. Timoshenko, History Of Strength Of Materials : With A Brief Account Of The History Of Theory Of Elasticity And Theory Of Structures. Dover Publications, 1983.

M. Leblouba, M. T. Junaid, S. Barakat, S. Altoubat, And M. Maalej, “Shear Buckling And Stress Distribution In Trapezoidal Web Corrugated Steel Beams,” Thin-Walled Structures, Vol. 113, Pp. 13–26, Apr. 2017, Doi:10.1016/J.Tws.2017.01.002.

K. Aggarwal, S. Wu, And J. Papangelis, “Finite Element Analysis Of Local Shear Buckling In Corrugated Web Beams,” Eng Struct, Vol. 162, Pp. 37–50, May 2018, Doi: 10.1016/J.Engstruct.2018.01.016.

H. Kristijanto, B. Piscesa, F. Faimun, D. Iranata, And P. Suprobo, “Shear Buckling Analysis Of Corrugated Web Steel Plate Girder With Random Material Properties,” The Open Civil Engineering Journal, Vol. 16, No. 1, Oct. 2022, Doi: 0.2174/18741495-V16-E2208050.

E. Yazeed Sayed-Ahmed And E. Y. Sayed-Ahmed, “Concrete Dowels: Innovative Shear Connectors For Composite Girders With Corrugated Steel Webs Strengthening Of Tubular Steel Connections View Project Steel Girders With Corrugated Web View Project Concrete Dowels: Innovative Shear Connectors For Composite Girders With Corrugated Steel Webs,” 2003.[Online].Available:Https://Www.Researchgate.Net/Publication/280609461

M. E. A. H. Eldib, “Shear Buckling Strength And Design Of Curved Corrugated Steel Webs For Bridges,” J Constr Steel Res, Vol. 65, No. 12, Pp. 2129–2139, Dec. 2009, Doi: 0.1016/J.Jcsr.2009.07.002.

M. F. Hassanein And O. F. Kharoob, “Behavior Of Bridge Girders With Corrugated Webs: (I) Real Boundary Condition At The Juncture Of The Web And Flanges,” Eng Struct, Vol. 57, Pp. 554–564, Dec. 2013, Doi: 10.1016/J.Engstruct.2013.03.004.

M. F. Hassanein And O. F. Kharoob, “Behavior Of Bridge Girders With Corrugated Webs: (Ii) Shear Strength And Design,” Eng Struct, Vol. 57, Pp. 544–553, Dec. 2013, Doi: 10.1016/J.Engstruct.2013.04.015.

R. Sause, B.-G. Kim, And M. R. Wimer, “Experimental Study Of Tubular Flange Girders”, Doi: 10.1061/Asce0733-94452008134:3384.

Y. Shao And Y. Wang, “Experimental Study On Static Behavior Of I-Girder With Concrete-Filled Rectangular Flange And Corrugated Web Under Concentrated Load At Mid-Span,” Eng Struct, Vol. 130, Pp. 124–141, Jan. 2017, Doi: 0.1016/J.Engstruct.2016.10.002.

M. T. Nawar, A. El-Zohairy, H. M. Maaly, M. Husain, I. Salama, And E. Mousa, “Prestressed Steel-Concrete Composite I-Beams With Single And Double Corrugated Web,” Buildings, Vol. 13, No. 3, P. 647, Feb. 2023, Doi:10.3390/Buildings13030647.

R. Al-Dujele, K. A. Cashell, And S. Afshan, “Flexural Behaviour Of Concrete Filled Tubular Flange Girders,” J Constr Steel Res, Vol. 151, Pp. 263–279, Dec. 2018, Doi: 0.1016/J.Jcsr.2018.09.017.

R. Sause, H. H. Abbas, W. G. Wassef, R. G. Driver, And M. Elgaaly, “Corrugated Web Girder Shape And Strength Criteria.”

V. Birtel And P. Mark, “Parameterised Finite Element Modelling Of Rc Beam Shear Failure.”

X. Yun And L. Gardner, “Stress-Strain Curves For Hot-Rolled Steels,” 2017.

H. Le Minh, S. Khatir, M. Abdel Wahab, And T. Cuong-Le, “A Concrete Damage Plasticity Model For Predicting The Effects Of Compressive High-Strength Concrete Under Static And Dynamic Loads,” Journal Of Building Engineering, Vol. 44, Dec. 2021, Doi: 10.1016/J.Jobe.2021.103239.

M. Anwar, R. Ridwan, And E. Yuniarto, “Analisis Elemen Hingga Terhadap Perilaku Balok Beton Bertulang Yang Diperkuat Dengan Menggunakan Metode Deep Embedment,” Journal Of Infrastructure And Construction Technology, Vol. 1, No. 1, Pp. 10–19, Apr. 2023, Doi: 10.56208/Jictech.1.1.10-19.

M. M. A. Khanouki, N. H. Ramli Sulong, M. Shariati, And M. M. Tahir, “Investigation Of Through Beam Connection To Concrete Filled Circular Steel Tube (Cfcst) Column,” J Constr Steel Res, Vol. 121, Pp. 144–162, Jun. 2016, Doi: 10.1016/J.Jcsr.2016.01.002.

B. Alfarah, F. López-Almansa, And S. Oller, “New Methodology For Calculating Damage Variables Evolution In Plastic Damage Model For Rc Structures,” Eng Struct, Vol. 132, Pp. 70–86, Feb. 2017, Doi: 10.1016/J.Engstruct.2016.11.022.

H. A. W. Cornelissen, D. A. Hordijk, And H. W. Reinhardt Summary, “Experimental Determination Of Crack Softening Characteristics Of normalweight And Lightweight Concrete.”

R. Sause And T. N. Braxtan, “Shear Strength Of Trapezoidal Corrugated Steel Webs,” J Constr Steel Res, Vol. 67, No. 2, Pp. 223–236, Feb. 2011, Doi: 10.1016/J.Jcsr.2010.08.004.




DOI: http://dx.doi.org/10.12962/j20861206.v40i1.21662

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