2021
DOI: 10.5829/ije.2021.34.05b.01
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Mechanical Properties of Ultra-high Performance Concrete Reinforced by Glass Fibers under Accelerated Agin

Abstract: Ultra-High Performance Concrete (UHPC) is a cementitious composite with fine aggregates and a homogeneous matrix with high compressive strength and excellent durability against aggressive agents. It is common to use short steel fibers in the UHPC. Besides, using steel fibers considerably increases the flexural ductility, durability and energy absorption. Using glass fibers in UHPC is a novel technique which improves its mechanical properties and it has the benefit of being lighter, and cheaper than steel fiber… Show more

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Cited by 4 publications
(4 citation statements)
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“…The innovation in concrete technology has made use of concrete with increasing compressive strength and hence compared to conventional concrete and HSC, [1,2]. HPC has many advantages as compared to conventional concrete.…”
Section: Introductionmentioning
confidence: 99%
“…The innovation in concrete technology has made use of concrete with increasing compressive strength and hence compared to conventional concrete and HSC, [1,2]. HPC has many advantages as compared to conventional concrete.…”
Section: Introductionmentioning
confidence: 99%
“…RPC shows higher resistance under high concentrations of acids [23]. A study on mechanical properties of RPC was done by Madhkhan and Saeidian [24]. Glass fibres by volume of 1.5 -2% were added.…”
Section: Investigation On Reactive Powder Concretementioning
confidence: 99%
“…Normal curing yielded 90-100 MPa compressive strength. RPC with 110 -140 MPa strengths were obtained with autoclave curing and accelerated ageing methods [24].…”
Section: Investigation On Reactive Powder Concretementioning
confidence: 99%
“…The previously *Corresponding Author Institutional Email: a.r.zareei@Khuisf.ac.ir (A. R. Zareei) mentioned phenomena can expose the steel reinforcements inside the concrete to heat, which can have devastating effects on the load-bearing capacity and stability of the concrete structure. Furthermore, the alkalinity tends to reduce as a result of carbonation, which is intensified by fire, and thus the corrosion risk of steel rebars escalates [7,8]. At temperatures beyond 400 °C, the paste begins to shrink and the aggregates expand, which cause a significant strain gradient in the matrix [9].…”
Section: Introductionmentioning
confidence: 99%