Construction Cost Reduction in Design of Prestressed Concrete Structural System

Michelia Esteruli Instia Surbakti, Binsar Hariandja, Ika Bali

Abstract


Concrete material has moderately strong compressive strength, but relatively weak tensile strength. To overcome this problem, three kinds of systems can be applied, namely reinforced concrete system, composite concrete system, and prestressed concrete system. In a prestressed concrete system, a compressive force is applied to annihilate the tension region in the concrete section. Compared to reinforced concrete, prestressed concrete requires a smaller section of concrete, since the whole cross section is in compression and active. However, prestressing concrete needs the use of high strength steel wire which is extremely costly. The use of prestressing concrete may be carried out using minimization on the use of such expensive high strength steel. In this research, two methods of minimization of the use of high strength steel, which are the shifting of the support of the beam to get the smaller field moment. The other method is to reshape the concrete section to have a higher moment of inertia. It is found out that the two methods perform well in the minimization process of construction cost of the prestressing concrete beam.


Keywords


prestressed concrete; construction cost reduction; bridge structure; support shifting; section reshape

Full Text:

PDF

References


A. Bruggeling, “Partially Prestressed Concrete Structures - A Design Challenge,” PCI Journal, vol. 30, no. 2, pp. 140-171, 1985.

K. Choudary and S. Akhtar, “Application of Partial Prestressing for Crack Control in Reinforced Concrete Structures,” AIP Conference Proceedings 2158, 020027, 2019. https://doi.org/10.1063/1.5127151

S. Wicaksana, I. Bali, and B. Hariandja, “Partial Stressing Method Effectiveness in Post Tension Prestressed Concrete System,” JMTS: Jurnal Mitra Teknik Sipil, vol. 7, no. 3, pp. 785-794, 2024.

B. Hariandja, Analisis dan Desain Struktur Beton Prategang, Institut Teknologi Bandung, 2016. (In Indonesian)

T. Y. Lin, Design of Prestressed Concrete Structures, John Wiley & Sons, Inc., 1963.

E. G. Nawy, Beton Prategang (3rd ed.). Erlangga, 2001. (In Indonesian)

Precast/Prestressed Concrete Institute, PCI Design Handbook, Precast and Prestressed Concrete (7th ed.), 2008.

E. Honarvar, J. Nervig, W. He, S. Sritharan, and J. M. Rouse, Improving the Accuracy of Camber Predictions for Precast Pretensioned Concrete Beams, Final Report (IHRB Project TR-625). Bridge Engineering Center, Iowa State University, 2015.

M. K. Tadros, F. Fawzy, and K. E. Hanna, “Precast, Prestressed Girder Camber Variability,” PCI Journal, vol. 56, no. 1, pp. 135–154, 2011.

K. A. Karschner, “Effects of Creep and Shrinkage on Time-dependent Strain and Curvature of R/C Members,” Semantic Scholar, Engineering, Materials Science, 2012.

T. M. Nainggolan, Investigasi Kegagalan Balok Beton Prategang Tol Becakayu, Master Thesis, Institut Teknologi Bandung, 2018. (In Indonesian)

B. H. Hariandja and I. Bali, “Deviations Due to the Discrete Modeling of the Structures,” PRESUNIVE Civil Engineering Journal, vol. 1, no. 1, pp. 1-7, April 2023.

Badan Standardisasi Nasional, Perencanaan Struktur Beton untuk Jembatan (RSNI T-12), 2004. (In Indonesian)

Badan Standardisasi Nasional, Pembebanan untuk Jembatan (RSNI T-02), 2005. (In Indonesian)




DOI: http://dx.doi.org/10.33021/pcej.v2i2.5483

Refbacks

  • There are currently no refbacks.


Copyright (c) 2024 Michelia Esteruli Instia Surbakti, Binsar Hariandja, Ika Bali

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.


President University Press

Lembaga Riset dan Pengabdian Masyarakat

President University

Jalan Ki Hajar Dewantara, Mekarmukti, Bekasi

Jawa Barat, Indonesia 17530

 ______________________________________________

INDEXED BY: