Finite element analysis and optimization of bonded post-tensioned concrete slabs

References

• Aimin, Y., Yuli, D., & Litang, G. (2013). Behavior of unbonded prestressed continuous concrete slabs with the middle and edge span subjected to fire in sequence. Fire Safety Journal, 56, 20–29.10.1016/j.firesaf.2012.10.023
   Web of Science ®Google Scholar
• Amir, O. (2013). A topology optimization procedure for reinforced concrete structures. Computers and Structures, 114–115, 46–58.10.1016/j.compstruc.2012.10.011
   Web of Science ®Google Scholar
• ANSYS. (2012). ANSYS Help. Release 14.5, Copyright.
   Google Scholar
• Atabay, S., & Gulay, F. G. (2009). The study of the effect of changes in cost of the materials used in 3-D shear-wall reinforced concrete structures on the optimum dimensions. Expert Systems with Applications, 36, 4331–4337.10.1016/j.eswa.2008.05.039
   Web of Science ®Google Scholar
• Bailey, C. G., & Ellobody, E. (2009). Fire tests on bonded post-tensioned concrete slabs. Engineering Structures, 31, 686–696.10.1016/j.engstruct.2008.11.009
   Web of Science ®Google Scholar
• Bennegadi, M. L., Sereir, Z., & Amziane, S. (2013). 3D nonlinear finite element model for the volume optimization of a RC beam externally reinforced with a HFRP plate. Construction and Building Materials, 38, 1152–1160.10.1016/j.conbuildmat.2012.09.012
   Web of Science ®Google Scholar
• Chaitanya Kumar, J. D., & Venkat, L. (2013). Genetic algorithm based optimum design of prestressed concrete beam. International Journal of Civil and Structural Engineering, 3, 644–654.
   Google Scholar
• Ellobody, E. A., & Bailey, C. G. (2008). Modelling of bonded post-tensioned concrete slabs in fire. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 161, 311–323.10.1680/stbu.2008.161.6.311
   Web of Science ®Google Scholar
• El Semelawy, M., Nassef, A. O., & El Damatty, A. A. (2012). Design of prestressed concrete flat slab using modern heuristic optimization techniques. Expert Systems with Applications, 39, 5758–5766.10.1016/j.eswa.2011.11.093
   Web of Science ®Google Scholar
• European Committee for Standardization (CEB), Eurocode 3. (1993). Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings, DD ENV, 1-1, EC3.
   Google Scholar
• Desayi, P., & Krishnan, S. (1964). Equation for the stress-strain curve of concrete. Journal of the American Concrete Institute, 61, 345–350.
   Google Scholar
• Fanning, P. (2001). Nonlinear models of reinforced and post-tensioned concrete beams. Electronic Journal of Structural Engineering, 2, 111–119.
   Google Scholar
• Holko, M., & Dicky, J. (2015). Optimal design of structures made of fiber reinforced concrete. Applied Mechanics and Materials, 769, 326–330.10.4028/www.scientific.net/AMM.769
   Google Scholar
• Hussien, O. F., Elafandy, T. H. K., Abdelrahman, A. A., Abdel Baky, S. A., & Nasr, E. A. (2012). Behavior of bonded and unbonded prestressed normal and high strength concrete beams. HBRC Journal, 8, 239–251.10.1016/j.hbrcj.2012.10.008
   Google Scholar
• Kasat, A. S., & Varghese, V. (2012). Finite element analysis of prestressed concrete beams. International Journal of Advanced Technology in Civil Engineering, 1, 2231–5721.
   Google Scholar
• Kim, K. S., & Lee, D. H. (2012). Nonlinear analysis method for continuous post-tensioned concrete members with unbonded tendons. Engineering Structures, 40, 487–500.10.1016/j.engstruct.2012.03.021
   Web of Science ®Google Scholar
• Kim, M. S., & Lee, Y. H. (2016). Flexural behavior of posttensioned flat plates depending on tendon layout. Advances in Materials Science and Engineering.
   Web of Science ®Google Scholar
• Koziey, B. L., & Mirza, F. A. (1995). Consistent thick shell element. Computers and Structures, 65, 531–549.
   Web of Science ®Google Scholar
• Krauser, G. (2009). Optimization of two-way post-tensioned concrete floor systems (MSc thesis). Faculty of California Polytechnic State University.
   Google Scholar
• Kumar, K. (2014). Design and optimization of portable foot bridge. Procedia Engineering, 97, 1041–1048.
   Google Scholar
• Lounis, Z., & Cohn, M. Z. (1993). Multiobjective optimization of prestressed concrete structure. Journal of Structural Engineering, 119, 794–808.10.1061/(ASCE)0733-9445(1993)119:3(794)
   Web of Science ®Google Scholar
• Peng, Q., & Liu, W. (2013). Inverse analysis of related parameters in calculation of concrete drying shrinkage based on ANSYS design optimization. Journal of Materials in Civil Engineering, 25, 683–692.10.1061/(ASCE)MT.1943-5533.0000635
   Web of Science ®Google Scholar
• Ranzi, G., Al-Deen, S., Ambrogi, L., & Uy, B. (2013). Long-term behaviour of simply-supported post-tensioned composite slabs. Journal of Constructional Steel Research, 88, 172–180.10.1016/j.jcsr.2013.05.010
   Web of Science ®Google Scholar
• Ranzi, G., Al-Deen, S., Hollingum, G., Hone, T., Gowripalan, S., & Uy, B. (2013). An experimental study on the ultimate behaviour of simply-supported post-tensioned composite slabs. Journal of Constructional Steel Research, 89, 293–306.10.1016/j.jcsr.2013.07.013
   Web of Science ®Google Scholar
• Sahab, M. G., Ashour, A. F., & Toropov, V. V. (2005a). A hybrid genetic algorithm for reinforced concrete flat slab buildings. Computers & Structures, 83, 551–559.10.1016/j.compstruc.2004.10.013
   Web of Science ®Google Scholar
• Sahab, M. G., Ashour, A. F., & Toropov, V. V. (2005b). Cost optimisation of reinforced concrete flat slab buildings. Engineering Structures, 27, 313–322.10.1016/j.engstruct.2004.10.002
   Web of Science ®Google Scholar
• Schmit, L. A. (1960). Structural design by systematic synthesis. In Proceedings, 2nd Conference on Electronic Computation (pp. 105–122). New York, NY: ACSE.
   Google Scholar
• Simpson, T. W., Booker, A. J., Ghosh, D., Giunta, A. A., Koch, P. N., & Yang, R. J. (2004). Approximation methods in multidisciplinary analysis and optimization-A panel discussion. Structural and Multidisciplinary Optimization, 27, 302–313.
   Web of Science ®Google Scholar
• Williams, M. S., & Waldron, P. (1989). Movement of unbonded post-tensioning tendons during demolition. Proceedings of the Institution of Civil Engineers, 87, 225–253.10.1680/iicep.1989.2005
   Google Scholar
• Yang, K. H., Mun, J. H., & Kim, G. H. (2013). Flexural behavior of post-tensioned normal-strength lightweight concrete one-way slabs. Engineering Structures, 56, 1295–1307.10.1016/j.engstruct.2013.07.004
   Web of Science ®Google Scholar
• Zhang, T., & Bai, H. (2011). Analysis of cable-stayed bridge for APDL-based optimization. Advanced Materials Research, 243, 1567–1572.
   Google Scholar