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Arash Karimipour
Researcher at University of Texas at El Paso
Publications - 43
Citations - 903
Arash Karimipour is an academic researcher from University of Texas at El Paso. The author has contributed to research in topics: Flexural strength & Aggregate (composite). The author has an hindex of 13, co-authored 43 publications receiving 430 citations. Previous affiliations of Arash Karimipour include Ferdowsi University of Mashhad.
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Shear behaviour of concrete beams with recycled aggregate and steel fibres
TL;DR: In this paper, the shear characteristics of reinforced concrete beams manufactured by introducing coarse recycled aggregate (RA) and steel fibres were investigated, and the results showed that the use of SF improved the specimens' maximum strain and their use enhanced their shear behaviour relative to control specimens.
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Experimental study on the flexural behaviour and ductility ratio of steel fibres coarse recycled aggregate concrete beams
TL;DR: In this article, the effects of the steel fibres and the transverse reinforcement spacing on the flexural behaviour of reinforced concrete beams made with steel fibers and coarse recycled aggregate are studied.
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The effect of polypropylene fibres on the compressive strength, impact and heat resistance of self-compacting concrete
TL;DR: In this paper, the authors studied the mechanical characteristics of self-compacting concrete (SCC) containing polypropylene fibres (PPF) and found that the use of 0.1% PPF significantly enhanced the compressive strength of SCC.
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Influence of polypropylene fibres and silica fume on the mechanical and fracture properties of ultra-high-performance geopolymer concrete
Arash Karimipour,Jorge de Brito +1 more
TL;DR: In this paper, the effect of polypropylene fibres (PPF) and silica fume (SF) on the mechanical behaviour and fracture mechanics of ultra-high performance geopolymer concrete (UHPGC) was investigated.
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Influence of steel fibres on the flexural performance of reinforced concrete beams with lap-spliced bars
TL;DR: In this paper, the ductility of fiber-reinforced concrete (FRC) beams with lap-spliced bars (LSB) was investigated under static and loading/unloading cycles.