Meysam Najimi

ORCID: 0000-0003-2421-5172
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About
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Research Areas
  • Concrete and Cement Materials Research
  • Innovative concrete reinforcement materials
  • Concrete Properties and Behavior
  • Concrete Corrosion and Durability
  • Magnesium Oxide Properties and Applications
  • Building materials and conservation
  • Structural Behavior of Reinforced Concrete
  • Recycling and utilization of industrial and municipal waste in materials production
  • Innovations in Concrete and Construction Materials
  • Smart Materials for Construction
  • Recycled Aggregate Concrete Performance
  • Infrastructure Maintenance and Monitoring
  • Composite Structure Analysis and Optimization
  • Structural Load-Bearing Analysis
  • Asphalt Pavement Performance Evaluation
  • Zeolite Catalysis and Synthesis
  • Masonry and Concrete Structural Analysis
  • Traffic and Road Safety
  • Dynamics and Control of Mechanical Systems
  • Materials Engineering and Processing
  • Structural mechanics and materials
  • Structural Analysis of Composite Materials
  • Advanced ceramic materials synthesis
  • Structural Analysis and Optimization
  • Calcium Carbonate Crystallization and Inhibition

University of Nevada, Las Vegas
2012-2024

Iowa State University
2018-2022

Isfahan University of Medical Sciences
2015

Stem Cell Technology Research Center
2010-2012

Housing and Building National Research Center
2010

Technische Universität Berlin
2010

10.1016/j.conbuildmat.2010.11.067 article EN Construction and Building Materials 2010-12-19

10.1016/j.conbuildmat.2017.12.222 article EN Construction and Building Materials 2018-01-06

Synthetic fibers commonly used in cementitious composites are known to directly contribute the material cost, while causing concerns regarding their availability and carbon footprint. As a sustainable alternative synthetic fibers, this study explored use of sisal fiber. To address potential degradability natural fiber, two different coatings, i.e., polyester resin bio-based shellac, were examined. For purpose, various mixtures made with range fiber dosages investigated, including both...

10.1016/j.cscm.2021.e00788 article EN cc-by-nc-nd Case Studies in Construction Materials 2021-11-16

10.1016/j.conbuildmat.2019.02.107 article EN Construction and Building Materials 2019-03-05

In this paper, the effects of using copper slag wastes as a supplementary cementitious material on mechanical properties and durability aspects concrete are studied. To aim, mixtures made by employing 5, 10 15% cement replacement strength properties, water penetration, chloride ion permeability, sulfate expansions alkali–silica reaction investigated. The results indicate that waste decreases stresses in turn expansion during exposure solution. Additionally, reduces induced reactions. These...

10.1680/macr.2011.63.8.605 article EN Magazine of Concrete Research 2011-08-01

Fiber-reinforced concrete (FRC) is a promising construction material mainly because of the crack-controlling mechanisms that discrete fibers can impart to inherently brittle concrete. Macrofibers, in particular, have been proven effective for providing post-crack ductility and toughness, while synthetic are solution avoid corrosion-related durability issues. To assess performance enhancement provided by macro-synthetic fibers, this study performs flexural tests on FRC beams containing three...

10.1177/0361198118798986 article EN Transportation Research Record Journal of the Transportation Research Board 2018-10-10

10.1016/j.cemconcomp.2020.103656 article EN Cement and Concrete Composites 2020-05-06

This paper reports on an experimental investigation into the performance of ternary concrete mixtures containing combinations natural zeolite with silica fume or fly ash. The is compared binary only one type supplementary cementitious material (SCM) and a control mixture without any SCM. programme included strength transport property evaluations mixture, 7·5% 10% 20% ash as partial replacements Portland cement, 5% cement. results study reveal considerable improvements in properties through...

10.1680/macr.13.00224 article EN Magazine of Concrete Research 2013-12-18

This research investigation is intended to compare the abrasion resistance of self-consolidating concrete (SCC) with that vibratory-placed (VPC) and examine effects binder content water-to-binder ratio (w/b) on its wear resistance. In comparing SCC VPC, four mixtures varying contents 386, 445, 504, 564 kg/m3 (650, 750, 850, 950 pcy) were prepared at a uniform 0.35. To investigate effect quality quantity (binder content) paste SCC, additional also ratios 0.40 0.45. Depth compressive strength...

10.1061/(asce)mt.1943-5533.0000847 article EN Journal of Materials in Civil Engineering 2013-05-10
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