An experimental study on the performance of precast ferrocement panel for composite masonry slab systems
DOI:
https://doi.org/10.7764/rdlc.19.3.213-223Keywords:
Composite, Ferrocement, Precast slab, MasonaryAbstract
This study investigates the necessary norms of precast slabs connections experimentally in order to adapt and suggest a new connection system for existing composite masonry floor. In order to check the system security, full size precast slab tests performed for both slab-beam-slab (SBS) connection and slab-slab (SS) connection. Slabs, designed with the norms of standards and information from literature, were tested under distributed loads. It has been experimentally proved that the offered SBS connection successfully improved the performance the proposed slab floors.
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References
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Bonilla, J., Bezerra, L. M., Larrúa Quevedo, R., Recarey Morfa, C. A., & Mirambell Arrizabalaga, E. (2015). Study of stud shear connectors behaviour in composite beams with profiled steel sheeting. Revista de la construcción, 14(3), 47-54.
Carretero-Ayuso, M. J., & García-Sanz-Calcedo, J. (2018). Comparison between building roof construction systems based on the LCA. Revista de la Construcción. Journal of Construction, 17(1), 123-136.
Chakrabarti, S., Sharma, K., & Chandra, D. (1988). Flexural strength of reinforced brick slab. Indian Concrete Journal, 62(8), 407-411.
Chen, S., Yan, W., & Gao, J. (2012). Experimental investigation on the seismic performance of large-scale interior beam-column joints with composite slab. Advances in Structural Engineering, 15(7), 1227-1237.
Choi, H.-K., Choi, Y.-C., & Choi, C.-S. (2013). Development and testing of precast concrete beam-to-column connections. Engineering Structures, 56, 1820-1835.
Cox, B., Syndergaard, P., Al-Rubaye, S., Pozo-Lora, F. F., Tawadrous, R., & Maguire, M. (2019). Lumped GFRP Star Connector System for Partial Composite Action in Insulated Precast Concrete Sandwich Panels. Composite Structures, 111465.
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Köken, A., & Köroglu, M. (2014). The usability of earthquake resistant steel bars as shear connectors in composite structures. Scientia Iranica. Transaction A, Civil Engineering, 21(2), 276.
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Lee, S., Paramasivam, P., Tam, C., Ong, K., & Tan, K. (1990). Ferrocement: alternative material for secondary roofing elements. Materials Journal, 87(4), 378-386.
Ma, C., Jiang, H., & Wang, Z. (2019). Experimental investigation of precast RC interior beam-column-slab joints with grouted spiral-confined lap connection. Engineering Structures, 196, 109317.
Mejia-McMaster, J. C., & Park, R. (1994). Tests on Special Reinforcement for the End Support of Hollow-Core Slabs. PCI journal, 39(5), 90-105.
Omorodion-Ikhimwin, T. (1984). Analysis and design of ferrocement ribbed slabs.
Paramewaran V.S. , K. T. S., Neelamegam M. and Balasubramanian K. (1988). STRENGTH AND FAILURE MODES OF FERROCEMENT COLUMNS. Paper presented at the Ferrocement applications and progress: proceedings of the 3rd International Symposium on Ferrocement, University of Roorkee, Roorkee, India, 8-10 December 1988.
Parastesh, H., Hajirasouliha, I., & Ramezani, R. (2014). A new ductile moment-resisting connection for precast concrete frames in seismic regions: an experimental investigation. Engineering Structures, 70, 144-157.
Saleem, M. U., Khurram, N., Amin, M. N., & Khan, K. (2018). Finite element simulation of RC beams under flexure strengthened with different layouts of externally bonded fiber reinforced polymer (FRP) sheets. Revista de la Construcción. Journal of Construction, 17(3), 383-400.
Yardim, Y. (2018). Review of Research on the Application of Ferrocement in Composite Precast Slabs. Periodica Polytechnica Civil Engineering, 62(4), 1030-1038.
Yee, A. A. (2001). Structural and economic benefits of precast/prestressed concrete construction. PCI journal, 46(4).
Yuksel, E., Karadogan, H. F., Bal, İ. E., Ilki, A., Bal, A., & Inci, P. (2015). Seismic behavior of two exterior beam–column connections made of normal-strength concrete developed for precast construction. Engineering Structures, 99, 157-172.
Bonilla, J., Bezerra, L. M., Larrúa Quevedo, R., Recarey Morfa, C. A., & Mirambell Arrizabalaga, E. (2015). Study of stud shear connectors behaviour in composite beams with profiled steel sheeting. Revista de la construcción, 14(3), 47-54.
Carretero-Ayuso, M. J., & García-Sanz-Calcedo, J. (2018). Comparison between building roof construction systems based on the LCA. Revista de la Construcción. Journal of Construction, 17(1), 123-136.
Chakrabarti, S., Sharma, K., & Chandra, D. (1988). Flexural strength of reinforced brick slab. Indian Concrete Journal, 62(8), 407-411.
Chen, S., Yan, W., & Gao, J. (2012). Experimental investigation on the seismic performance of large-scale interior beam-column joints with composite slab. Advances in Structural Engineering, 15(7), 1227-1237.
Choi, H.-K., Choi, Y.-C., & Choi, C.-S. (2013). Development and testing of precast concrete beam-to-column connections. Engineering Structures, 56, 1820-1835.
Cox, B., Syndergaard, P., Al-Rubaye, S., Pozo-Lora, F. F., Tawadrous, R., & Maguire, M. (2019). Lumped GFRP Star Connector System for Partial Composite Action in Insulated Precast Concrete Sandwich Panels. Composite Structures, 111465.
Hago, A., Al-Jabri, K., Alnuaimi, A., Al-Moqbali, H., & Al-Kubaisy, M. (2005). Ultimate and service behavior of ferrocement roof slab panels. Construction and Building Materials, 19(1), 31-37.
Kaushik, S., Gupta, V., & Rehman, M. (1987). Efficiency of mesh overlaps of ferrocement elements.
Köken, A., & Köroglu, M. (2014). The usability of earthquake resistant steel bars as shear connectors in composite structures. Scientia Iranica. Transaction A, Civil Engineering, 21(2), 276.
Kumar, S. (2005). Treasure of RCC Design (In SI Unit). Standard Book House, New Delhi, India.
Lee, S., Paramasivam, P., Tam, C., Ong, K., & Tan, K. (1990). Ferrocement: alternative material for secondary roofing elements. Materials Journal, 87(4), 378-386.
Ma, C., Jiang, H., & Wang, Z. (2019). Experimental investigation of precast RC interior beam-column-slab joints with grouted spiral-confined lap connection. Engineering Structures, 196, 109317.
Mejia-McMaster, J. C., & Park, R. (1994). Tests on Special Reinforcement for the End Support of Hollow-Core Slabs. PCI journal, 39(5), 90-105.
Omorodion-Ikhimwin, T. (1984). Analysis and design of ferrocement ribbed slabs.
Paramewaran V.S. , K. T. S., Neelamegam M. and Balasubramanian K. (1988). STRENGTH AND FAILURE MODES OF FERROCEMENT COLUMNS. Paper presented at the Ferrocement applications and progress: proceedings of the 3rd International Symposium on Ferrocement, University of Roorkee, Roorkee, India, 8-10 December 1988.
Parastesh, H., Hajirasouliha, I., & Ramezani, R. (2014). A new ductile moment-resisting connection for precast concrete frames in seismic regions: an experimental investigation. Engineering Structures, 70, 144-157.
Saleem, M. U., Khurram, N., Amin, M. N., & Khan, K. (2018). Finite element simulation of RC beams under flexure strengthened with different layouts of externally bonded fiber reinforced polymer (FRP) sheets. Revista de la Construcción. Journal of Construction, 17(3), 383-400.
Yardim, Y. (2018). Review of Research on the Application of Ferrocement in Composite Precast Slabs. Periodica Polytechnica Civil Engineering, 62(4), 1030-1038.
Yee, A. A. (2001). Structural and economic benefits of precast/prestressed concrete construction. PCI journal, 46(4).
Yuksel, E., Karadogan, H. F., Bal, İ. E., Ilki, A., Bal, A., & Inci, P. (2015). Seismic behavior of two exterior beam–column connections made of normal-strength concrete developed for precast construction. Engineering Structures, 99, 157-172.
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Published
2020-12-25
How to Cite
Yardim, Y., & Koroglu, M. A. (2020). An experimental study on the performance of precast ferrocement panel for composite masonry slab systems. Revista De La Construcción. Journal of Construction, 19(3), 213–223. https://doi.org/10.7764/rdlc.19.3.213-223
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