• Asdam Tambusay Department of Civil Engineering, Sepuluh Nopember Institute of Technology, Surabaya, Indonesia
  • Priyo Suprobo Department of Civil Engineering, Sepuluh Nopember Institute of Technology, Surabaya, Indonesia
  • Faimun Faimun Department of Civil Engineering, Sepuluh Nopember Institute of Technology, Surabaya, Indonesia a
  • Arwin Amiruddin Department of Civil Engineering, Hasanuddin University, Makassar, Indonesia



Finite element analysis, ABAQUS, flat slab, slab-column connections, engineered cementitious composite material


A 3D finite element analysis was carried out to study the behavior of slab-column connections in a flat slab structure under combined gravity and cyclic lateral load. Prior to simulating the behavior of the proposed model, the slab-column connection specimen by using standard orthogonal stud rail from the previous study was modeled with the purpose of verifying the results using finite element tool. Given that numerical simulation was undertaken using ABAQUS to predict the structural behavior of the above-mentioned structure. With regard to providing an accurate result, a sensitivity analysis was performed by changing different parameters, such as dilation angle, viscosity parameter, and damage parameter-strain on both in tension and compression. After gaining the close resemblance to the previous study, the proposed models were then simulated using the similar technique. In the proposed model, drop panel element was used as a replacement of stud rail. Additionally, the engineered cementitious composite material using polyvinyl alcohol fibers (PVA-ECC) was also employed due to its strain capacity of 3-5% under tension compared to 0.01% of conventional concrete. Through this study, the results showed that the effect of utilizing the PVA-ECC material could significantly improve the specimen behavior and damage tolerance.  


Robertson, I. N., Kawai, T., Lee, J., and Enomoto, B. 2000. Cyclic Testing of Slab-Column Connections with Shear Reinforcement. ACI Structural Journal. 99(5): 605-613.

Gunadi, R., Budiono, B., Imran, I., and Sofwan, A. 2014. The Behavior of Slab-Column Connections with Modified Shear Reinforcement under Cyclic Load. Journal of Engineering and Technological Sciences – ITB. 46(1): 17-36.

Qian, K. and Li, B. 2013. Experimental Study of Drop-Panel Effects on Response of Reinforced Concrete Flat Slabs after Loss of Corner Column. ACI Structural Journal. 110(2): 319-330.

Hueste, M. B. D., Browning, J., Lapage, A., and Wallace, J. W. 2007. Seismic Design Criteria for Slab-Column Connections. ACI Structural Journal. 104(4): 448-458.

King, S. and Dallate, N. J. 2004. Collapse of 2000 Commonwealth Avenue: Punching Shear Case Study. Journal of Performance of Constructed Facilities–ASCE. 18(1): 54-61.

Park, T. W. 2011. Inspection of Collapse Cause of Sempoong Department Store. Forensic Science International. 217(1-3): 119-126.

Megally, S., and Ghali, A. 2000. Punching Shear Design of Earthquake-Resistant Slab-Column Connections. ACI Structural Journal. 97(5): 720-730.

Graf, W. P. and Mehrain, M. 1992. Analysis and Testing of a Flat Slab Concrete Building. Earthquake Engineering, Tenth World Conference, Balkema. Rotterdam. 3387-3392.

Kang, T. H. K., Wallace, J. W., and Elwood, K. J. 2006. Dynamic Tests and Modeling of RC and PT Slab-Column Connections. Proceedings of the 8th U.S. National Conference on Earthquake Engineering. San Francisco, California.

McHarg, P. J., Cook, W. D., Mitchell, D., and Yoon, Y. S. 2000. Benefits of Concentrated Slab Reinforcement and Steel Fibers on Performance of Slab-Column Connections. ACI Structural Journal. 97(2): 225-235.

Sahmaran, M., and Li, V. C. 2008. Durability of Mechanically Loaded Engineered Cementitious Composites under Highly Alkaline Environments. Journal of Cement and Based Composites. 30(2): 72-81.

Roth, M. J. 2008. Flexural and Tensile Properties of Thin, Very High-Strength, Fiber-Reinforced Concrete Panels. Modular Protective Systems for Future Force Assets. Vicksburg: U.S. Army Engineer Research and Development Center.

Li, V. C., Kim, J. K., Kim, Y. Y. 2010. Prediction of ECC Tensile Stress-Strain Curve Based on Modified Fiber Bridging Relations Considering Fiber Distribution Characteristic. Computer and Concrete. 7(5): 455-468.

Gunadi, R., Budiono, B., Imran, I., and Sofwan, A. 2012. Peningkatan Perilaku Hubungan Pelat-Kolom Terhadap Beban Lateral Siklis Dengan Menggunakan Detail Tulangan Geser Baru. Prosiding Konferensi Nasional Pascasarjana Teknik Sipil (KNPTS). Bandung, Indonesia. 66-76.

ACI – ASCE Committee 352. 2004. Recommendations for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures. American Concrete Institute. ACI 352.1R-89.

ACI – ASCE Committee 421. 2008. Guide to Shear Reinforcement for Slabs. American Concrete Institute. ACI 421.1R-08.

European Committee for Standardization (CEN). 2004. EN 1992-1-1: Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings.

Kmiecik, P., and Kaminski, M. 2011. Modelling of Reinforced Concrete Structures and Composite Structures with Concrete Strength Degradation Taken into Consideration. Archives of Civil and Mechanical Engineering. 11(3): 623-636.

Pavlovic, M., Markovic, Z., Veljkovic, M., and Budevac, D. 2013. Bolted Shear Connectors Vs. Headed Studs Behaviour in Push-Out Tests. Journal of Constructional Steel Research – ELSEVIER. 88: 134-149.

Wang T., and Hsu, T. T. C. 2001. Nonlinear Finite Element Analysis of Concrete Structures Using New Constitutive Models. Computer and Structures. 79: 2781-2791.

ABAQUS User Manual Version 6.10. 2014. SIMULIA Corp.

ACI Committee 374. 2005. Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary. American Concrete Institute. ACI 374.1-05.

Hemati, A., Kheyroddin, A., and Sharbatdar, M.K. 2015. Plastic Hinge Rotation Capacity for Reinforced HPFRCC Beams. Journal of Structural Engineering – ASCE. 141(2): 1- 11






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