Choosing Conventional Concrete, Ultra-High Performance Concrete or Steel as Material of Construction: An Opinion
DOI:
https://doi.org/10.59573/emsj.7(4).2023.26Ключевые слова:
Ultra-high performance concrete, UHPC, Steel, Construction, Materials, EngineeringАннотация
Ultra-High Performance Concrete (UHPC) is an emerging concrete material that has potential to become a popular choice of material for construction of structures. UHPC is defined as concrete with characteristic compressive strength of anywhere from 120-150 MPa and above combined with superior properties such as high durability, corrosion resistance, low water permeability among many others. However its high tensile strength and cracking behavior is what makes it unique and interesting. UHPC is reported to have 10 to 15 MPa of tensile strength and excellent post-crack behavior as compared to Conventional Concrete (CC). UHPC is reported to indicate strain-hardening behavior when subjected to post-cracking loads. This unique combination of high compressive strength with tensile strength and resilient cracking behavior reminds us of structural steel which is the other major structural building material with similar behavior. In view of these behavioral similarities, an effort has been made in this paper to compare and contrast the properties of UHPC with structural steel. The stress-stain and load-deflection behaviors of both materials are compared. Also a comparison is made between the two materials when subjected to loading beyond post-crack or post-yield regions. To make this study complete, a comparison of material behavior of UHPC, CC and structural steel with regards to their engineering properties, cost, environmental footprint, construction ease and design life is made. All these three materials are rated based on several parameters such as performance, economy, reusability, sustainability, among others. Finally, the order of choice of these three construction materials for various types of structures for typical scenarios is recommended.
Библиографические ссылки
ACI 239R-18. (2018). ACI 239R-18: Ultra-High-Performance Concrete: An Emerging Technology Report. ACI Committee 239, Emerging Technology Series.
Bache, H. H. (1987). Introduction to compact reinforced composite (pp. 19-33). Aalborg Portland, Denmark: Nordic Concrete Federation.
Fehling, E., Schmidt, M., Walraven, J., Leutbecher, T., & Fr?hlich, S. (2008, March). Ultra-high performance concrete (UHPC). In Proceedings of the Second International Symposium on Ultra High Performance Concrete.
Gee, D., Asaad, M., & Tadros, M. K. (2020). Ultra-High-Performance Concrete Optimization of Double-Tee Bridge Beams, Aspire, Winter 2020, 32-36.
Graybeal, B. A. (2006). Material property characterization of ultra-high performance concrete (No. FHWA-HRT-06-103). United States. Federal Highway Administration. Office of Infrastructure Research and Development.
Jonnalagadda, S. & Vemuri, S. (2023a). Novel Methods and Materials for Concrete Floor Slab Construction for Small Family Housing Buildings in India. International Research Journal of Engineering and Technology, 10(7), 1048-1056.
Jonnalagadda, S. & Vemuri, S. (2023b). Challenges in Traditonal Concrete Slab Construction for Housing Buildings in Developing Countries and Critical Need for Novel Methods. International Journal of Advances in Engineering and Management, 5(5), 176-186.
Jonnalagadda, S. (2016). Artificial Neural Networks, Non Linear Auto Regression Networks (NARX) and Causal Loop Diagram Approaches for Modelling Bridge Infrastructure Conditions. All Dissertations, 1725. https://tigerprints.clemson.edu/all_dissertations/1725
Jonnalagadda, S., Sreedhara, S., Soltani, M., & Ross, B. E. (2021). Foam-void precast concrete double-tee members. PCI Journal, 66(1).
Lindeburg, M. R. (1999). Civil engineering reference manual for the PE exam. Professional Publications.
Ram, G. P. (2021). Background of Double Tee Construction and Need for Standardized Precast Double Tee for Indian Building Industry. Turkish Journal of Computer and Mathematics Education (TURCOMAT), 12(11), 2978-2989.
Roy, D. M., & Gouda, G. R. (1973). High strength generation in cement pastes. Cement and Concrete Research, 3(6), 807-820.
Vemuri, S. & Jonnalagadda, S. (2023a). Wind Analysis of Tall Buildings Using Codal Provisions, Stochastic Approach and CFD – A Comparative Study. International Journal of Advances in Engineering and Management, 5(7), 58-68.
Vemuri, S. & Jonnalagadda, S. (2023b). Analyses of Box Bridge and Comparison of Structural Behavior using 3D Finite Element and Typical 1D Line Models. International Journal for Research in Applied Science & Engineering Technology, 11(8), 488-497.
Vemuri, S. & Jonnalagadda, S. (2023c). A Stochastic Approach to Determine Along-Wind Response of Tall Buildings. International Research Journal of Engineering and Technology, 10(7), 961-969.
Yudenfreund, M., Odler, I., & Brunauer, S. (1972). Hardened portland cement pastes of low porosity I. Materials and experimental methods. Cement and Concrete Research, 2(3), 313-330.
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