Sustainable development of eco-friendly ultra-high performance concrete (UHPC): Cost, carbon emission, and structural ductility

被引:53
作者
Amran, Mugahed [1 ,2 ]
Murali, G. [3 ]
Makul, Natt [4 ]
Tang, W. C. [5 ]
Alluqmani, Ayed Eid [6 ]
机构
[1] Prince Sattam Bin Abdulaziz Univ, Coll Engn, Dept Civil Engn, Alkharj 11942, Saudi Arabia
[2] Amran Univ, Fac Engn & IT, Dept Civil Engn, Amran 9677, Yemen
[3] Uttaranchal Univ, Div Res & Innovat, Dehra Dun 248007, Uttaranchal, India
[4] Phranakhon Rajabhat Univ, Dept Civil Engn Technol, Bangkok 10220, Thailand
[5] Univ Newcastle, Sch Architecture & Built Environm, Univ Dr, Callaghan, NSW 2308, Australia
[6] Islamic Univ Madinah, Dept Civil Engn, Madinah 41411, Saudi Arabia
关键词
CO; 2; uptake; Cementitious materials; Cost; Fibers; Sustainability; Ductility performance; UHPC; FIBER-REINFORCED CONCRETE; REACTIVE POWDER CONCRETE; RICE HUSK ASH; SUPPLEMENTARY CEMENTITIOUS MATERIALS; HIGH-STRENGTH CONCRETE; BLAST-FURNACE SLAG; MECHANICAL-PROPERTIES; STEEL-FIBER; FLY-ASH; PULLOUT BEHAVIOR;
D O I
10.1016/j.conbuildmat.2023.132477
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultra-high performance concrete (UHPC) is a cutting-edge pozzolan composite material composed of a high proportion of discontinuous internal reinforcing fibers, a water-to-binder material ratio of no more than 0.25, and an optimal gradient of granular particles. Despite various potential concrete applications, UHPC is only utilized on occasion because of a lack of widely accepted design standards, rigid design requirements, high starting costs, and a lack of contractor experience. The creation and widespread adoption of UHPC design code requirements would motivate industry participants to implement large-scale applications. With the recent efforts of institutes (such as ACI) that identified the use of high-strength steel fibers in concrete as a significant research priority, it becomes highly relevant. According to sources, existing UHPC materials comprise 2% or more steel fibers, accounting for around 30% and 40% of material prices and 40% of carbon emissions, respectively. Moreover, it is discovered that UHPC mostly exhibits a lower structural ductility than conventional concrete applications and frequently collapses early after crack localization. Regarding the sustainability aspect, the technological use of cementitious materials in the design of UHPC supports the concept of sustainable devel-opment, enabling slender sections, thereby using less concrete (less cement) that leads to lower embodied energy and CO2 emissions compared to conventional concrete. Therefore, the need to evaluate the major findings of previous researches and exhibit the potential approaches that could lead to lowering fiber volume (to reduce cost) and improve the structural ductility of structural applications of UHPC is urgently required. However, this paper systematically reviews the cost of raw materials, structural behavior, and ductility performance of UHPC. It is also concise and assessed the results of CO2 capturing strategies and uptake in UHPC that are undertaken with the establishment of a framework for manual guidelines as a sustainable UHPC product. This cutting-edge summary should help engineers, consultants, contractors, and others in the construction industry better un-derstand the unique qualities of UHPC, making this long-lasting and eco-friendly construction material seem less mysterious. Professionals will benefit from this analysis by receiving recommendations on how to enhance present design efficiency and develop possible guidelines and standards for a sustainable, low-cost UHPC for-mula. Because of this, UHPC can be widely used as a sustainable, long-term solution for civil engineering buildings and networks.
引用
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页数:34
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