Effects of Synthetic Fibers and Different Levels of Partial Cement Replacement on Mechanical Properties of UHPFRC

Bahmani, Hadi; Mostofinejad, Davood; Dadvar, Sayyed Ali

doi:10.1061/(asce)mt.1943-5533.0003462

Cited by 39 publications

(5 citation statements)

References 34 publications

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“…For this investigation, ACI 211 26 was employed as the main approach for producing standard concrete, as well as ACI 211-4R 27 and its appendices for high-strength concrete. The mixing design of HSC should be in line with the results of studies conducted in this field, [28][29][30][31] as well as the method of mixing HSC proposed in ACI 211-4R. 27 The studied mixtures are outlined in Table 3, which employed 3 levels of cement materials of 450, 500, and 550 kg/m 3 .…”

Section: Materials and MIX Designsmentioning

confidence: 98%

A high‐strength concrete resistant to elevated temperatures using steel slag aggregates

Hajiaghamemar

Mostofinejad

Bahmani

2022

Structural Concrete

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Section: Materials and MIX Designsmentioning

confidence: 98%

A high‐strength concrete resistant to elevated temperatures using steel slag aggregates

Hajiaghamemar

Mostofinejad

Bahmani

2022

Structural Concrete

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“…The reinforcement of waste synthetic fiber in the concrete mixture improves the compressive strength [ [71] , [72] , [73] , [74] , [75] ]. Nasr et al [ 43 ] reported that 0.25 % of waste plastic fiber improved strength by 16.8 % and 21.5 % at the concrete age of 28 and 56 days.…”

Section: Effect Of Wsf On Mechanical Propertiesmentioning

confidence: 99%

Physical, mechanical, and durability properties of concrete containing different waste synthetic fibers for green environment – A critical review

Fode,

Chande Jande,

Kivevele

2024

Heliyon

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“…Drawing upon the results of previous studies 36,37 reported in Table 1, the UHPFRC mix design included two types of steel and barchip fibers at a ratio of 1.5%. The properties of the barchip and steel fibers as provided by the manufacturer are presented in Table 2 38,39 .…”

Section: Experimental Programmentioning

confidence: 99%

Behavior of RC columns strengthened with UHPFRC jackets through grooving method under eccentric loading: A comparative evaluation of steel and synthetic macro fibers in UHPFRC

Eshaghi‐Milasi

Mostofinejad

Saljoughian

et al. 2022

Structural Concrete

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This study aims to examine the behavior of reinforced concrete (RC) circular columns retrofitted with ultra‐high‐performance fiber‐reinforced concrete (UHPFRC) jackets and fiber‐reinforced polymer (FRP) wraps under concentric and eccentric loading. In the present study, for the first time, UHPFRC jackets containing synthetic macro fibers (barchip) were used. The results were then compared with those obtained by UHPFRC containing steel fibers. Moreover, to improve the effect of concrete jacketing on the column behavior under eccentric loading, the innovative interface treatment of the longitudinal grooving method (GM) was applied. For these purposes, 15 such circular columns, 120 mm in diameter and 500 mm in height, were subjected to load eccentricities of 0, 30, and 60 mm. Thus, six columns were retrofitted with UHPFRC jackets 15 mm in thickness that included both steel and synthetic macro fibers (barchip) while another six were strengthened with UHPFRC jackets and intermittent glass FRP (GFRP) warps. The experimental results revealed that load‐carrying capacity raised with the increase of the load eccentricity, as evidenced by enhancements of 283%, 303%, and 401% in the loading capacity of the specimens strengthened with UHPFRC jackets containing both GFRP warps and steel fibers for eccentricities of zero, 30, and 60 mm, respectively, relative to those of the control. In addition, enhancements of 198% and 530% were recorded respectively for ductility and energy dissipation under a loading eccentricity of zero mm in specimens retrofitted with UHPFRC jackets including steel fiber and GFRP warps when compared with the same parameters in the corresponding control specimens. Finally, a previous theoretical model was adopted to derive the axial loading‐bending moment (P–M) interaction diagrams whereby the results of the present study were satisfactorily verified.

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Effects of Synthetic Fibers and Different Levels of Partial Cement Replacement on Mechanical Properties of UHPFRC

Cited by 39 publications

References 34 publications

A high‐strength concrete resistant to elevated temperatures using steel slag aggregates

A high‐strength concrete resistant to elevated temperatures using steel slag aggregates

Physical, mechanical, and durability properties of concrete containing different waste synthetic fibers for green environment – A critical review

Behavior of RC columns strengthened with UHPFRC jackets through grooving method under eccentric loading: A comparative evaluation of steel and synthetic macro fibers in UHPFRC

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