Research Articles | Challenge Journal of Structural Mechanics

Boundary plate influence on tie bars axial force demands in composite plate shear walls‒concrete filled

Erkan Polat


DOI: https://doi.org/10.20528/cjsmec.2022.04.005
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Abstract


In composite plate shear walls–concrete filled (C-PSW/CF), there is an indeterminate flow of force between concrete, steel plate and tie bars. Finite element methods (FEM) are frequently used to verify this force flow. The theoretical models available in the literature to predict the tie bar maximum axial force demands were based on walls without boundary plates. The finding in this study is intended to help understand whether current theoretical approaches are conservative and can be applied to boundary plate walls as well. Within the scope of this study, tie bar axial force demands for walls with boundary plates consisting of planar and round shapes and without boundary plates were investigated and compared. For this, a previously benchmarked finite element (FE) wall model was considered and configured to have no boundary plate and have planar and round boundary plates. FE models were analyzed under monotonic lateral displacement up to 4% drift ratio. Passive lateral pressures and transverse force variations on the planar and round boundary plates were investigated.


Keywords


composite plate shear walls; concrete-filled; tie bar; boundary; axial force

References


AISC (2022). Seismic provisions for structural steel buildings. AISC 341-22, American Institute of Steel Construction, Chicago, IL.

Alzeni Y, Bruneau M (2014). Cyclic inelastic behavior of concrete filled sandwich panel walls subjected to in plane flexure. Technical Rep. MCEER, 14-009, Univ. at Buffalo, the State Univ. of New York, Buffalo, NY, MCEER.

Alzeni Y, Bruneau M (2017). In-plane cyclic testing of concrete-filled sandwich steel panel walls with and without boundary elements. Journal of Structural Engineering, 143(9), 04017115.

Bowerman H, Gough M, King C (1999). Bi-Steel Design and Construction Guide. British Steel Ltd, Scunthorpe, London.

Eom T-S, Park H-G, Lee C-H, Kim J-H, Chang I-H (2009). Behavior of double skin composite wall subjected to in-plane cyclic loading. Journal of Structural Engineering, 135(10), 1239-1249.

Kenarangi H, Kizilarslan E, Bruneau M (2021). Cyclic behavior of c-shaped composite plate shear walls–Concrete filled. Engineering Structures, 226, 111306.

LSTC (2022). Livermore Software Technology Corporation, version R8.0.Livermore Software Technology Corporation, Livermore, CA.

Oduyemi T, Wright H (1989). An experimental investigation into the behaviour of double-skin sandwich beams. Journal of Constructional Steel Research, 14(3), 197-220.

Polat E (2020). Investigation of influence of concrete material models on cyclic inelastic response of a concrete filled composite plate shear wall. Challenge Journal of Structural Mechanics, 6(2), 91-98.

Polat E (2022). Theoretical models for tie bar maximum axial force demand in composite plate shear walls–concrete filled. International Journal of Steel Structures, 22(4), 1108-1125.

Polat E, Bruneau M (2017). Modeling cyclic inelastic in-plane flexural behavior of concrete filled sandwich steel panel walls. Engineering Structures, 148, 63-80.

Polat E, Bruneau M (2018). Cyclic inelastic in-plane flexural behavior of concrete filled sandwich steel panel walls with different cross-section properties. Engineering Journal, American Institute of Steel Construction, 55, 45-76.

Polat E, Kenarangi H, Bruneau M (2021). Investigation of tie bars axial force demands in composite plate shear walls—concrete filled. International Journal of Steel Structures, 21(3), 901-921.

Ramesh S (2013). Behavior and design of earthquake-resistant dual-plate composite shear wall systems. Technical Report, Purdue University.

Varma AH, Shafaei S, Klemencic R (2019). Steel modules of composite plate shear walls: Behavior, stability, and design. Thin-Walled Structures, 145, 106384.

Wright H, Oduyemi T, Evans H (1991). The experimental behaviour of double skin composite elements. Journal of Constructional Steel Research, 19(2), 97-110.

Xie M, Chapman J (2006). Developments in sandwich construction. Journal of Constructional Steel Research, 62(11), 1123-1133.


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