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In recent years, high-ductility concrete (HDC) has gradually become popular in the construction industry because of its excellent ductility and crack resistance. Concrete itself is a kind of building material with poor tensile properties, and it is necessary to add a large number of steel bars to improve its tensile properties, which increases the construction cost of buildings. However, most of the research studies on high-ductility concrete are scattered. In this paper, the basic mechanical properties of high-ductility concrete and the effects of dry and wet cycles, freeze-thaw cycles, and salt erosion on the durability of high-ductility concrete are obtained by comprehensive analysis. The results show that the tensile properties of HDC can be significantly improved by adding appropriate fiber. When the volume fraction of steel fiber is 2.0%, the splitting tensile strength of concrete is increased by 98.3%. The crack width threshold of concrete chloride erosion is 55-80 μm, and when the crack width threshold is exceeded, the diffusion of CL-1 will be accelerated, and the HDC can control the crack within the threshold, thereby improving the durability of the concrete. Finally, the current research status of high-ductility concrete is analyzed, and the future development of high-ductility concrete is proposed.
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http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11433328 | PMC |
http://dx.doi.org/10.3390/ma17184596 | DOI Listing |
Sci Rep
August 2025
Department of Civil Engineering, Vocational School of Technical Sciences, Kilis 7 Aralık University, Kilis, Turkey.
In this study, it is aimed to prevent traffic accidents caused by icing by producing an innovative concrete pavement that is both heatable and has high ductility in order to solve the ductility and icing problems encountered in rigid pavements used in highways. For this aim, rGO-ECCs were produced by adding different proportions of Reduced Graphene Oxide (rGO) to Engineered Cementitious Composites (ECC) known for their high ductility properties. The mechanical, electrical and heating properties of rGO-ECCs in different environments were investigated.
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July 2025
Department of Mechanical Engineering, College of Engineering, Qassim University, Buraydah 51452, Saudi Arabia.
This paper evaluates the synergistic effect of polyvinyl alcohol (PVA) fibers and nanosilica (nS) on the mechanical behavior and deformation properties of engineered cementitious composites (ECCs). ECCs have gained a reputation for high ductility, crack control, and strain-hardening behavior. Nevertheless, the next step is to improve their performance even more through nano-modification and fine-tuning of fiber dosage-one of the major research directions.
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July 2025
Henan Province Engineering Research Center of Material for Reinforcing Concrete Structure & Anyang Engineering Research Center of High ductility Concrete Structure, Anyang Institute of Technology, West Section of Yellow River Avenue, Anyang, 455000, China.
Shaped steel-reinforced concrete (SRCC) is used in engineering applications because of its load resistance and energy absorption properties, but the lack of ductility limits its ability to improve seismic performance. A novel structure-SRCC configured with Engineered Cementitious Composites (ECC) jacket (ESRCC) is proposed for breaking through this limitation and improving the load-bearing capacity and ductility of SRCC. Then, the mechanism of the key design parameters of ESRCC (ECC jacket thickness, rebar ratio, hoop ratio and size of shaped steel) on the mechanical properties is systematically investigated on the basis of the finite element model, focusing on revealing the role of these variables on the failure modes, load-deflection curves and ductility.
View Article and Find Full Text PDFMaterials (Basel)
May 2025
School of Transportation and Civil Engineering and Architecture, Foshan University, Foshan 528225, China.
The utilization of polyethylene terephthalate (PET) powder as aggregate in the development of environmentally friendly high-ductility composites (P-EHDC) offers a promising pathway for advancing sustainable and high-performance concrete materials. Despite its potential, the fracture behavior of P-EHDC-particularly under the influence of alkali-activated precursors-remains insufficiently explored. In this study, the fracture performance of P-EHDC was evaluated by varying the precursor composition ratios (GGBS:FA = 4:6, 3:7, and 2:8) and PET powder replacement ratios (0%, 15%, 30%, and 45% by volume).
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April 2025
Civil Engineering Department, Higher Institute of Engineering and Technology, Kafrelsheikh, Egypt.
Three push-out specimens were experimentally tested to investigate the behavior of tubular steel columns (TSC) with and without bolted shear connectors embedded in normal concrete (NC). Each specimen consisted of a tubular steel column (TSC) encased in a 250 × 250 × 200 mm concrete cube The embedment/the prominent height of TSC was 100 mm. Foam was used underneath the TSC to form free space.
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