M. Neaz Sheikh

ORCID: 0000-0003-0110-5034
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About
Contact & Profiles
Research Areas
  • Structural Behavior of Reinforced Concrete
  • Innovative concrete reinforcement materials
  • Concrete Corrosion and Durability
  • Structural Load-Bearing Analysis
  • Concrete and Cement Materials Research
  • Structural Response to Dynamic Loads
  • Seismic Performance and Analysis
  • Geotechnical Engineering and Soil Stabilization
  • Magnesium Oxide Properties and Applications
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Mechanics
  • Structural Engineering and Vibration Analysis
  • Innovations in Concrete and Construction Materials
  • Seismic Waves and Analysis
  • Structural Health Monitoring Techniques
  • Fire effects on concrete materials
  • Geotechnical Engineering and Analysis
  • Structural Analysis and Optimization
  • Multiferroics and related materials
  • Electromagnetic wave absorption materials
  • Recycled Aggregate Concrete Performance
  • earthquake and tectonic studies
  • High-Velocity Impact and Material Behavior
  • Concrete Properties and Behavior
  • Advanced ceramic materials synthesis

University of Wollongong
2016-2025

Missouri University of Science and Technology
2010

Apple (United States)
2010

University of Manchester
2010

MathWorks (United States)
2010

University of Hong Kong
2002-2005

Glass-fiber-reinforced polymer (GFRP) bar has emerged as a preferable alternative to steel in reinforced concrete (RC) members harsh, corrosive, coastal environments order eliminate corrosion problems. However, only limited experimental studies are available on the performance and behavior of columns with GFRP bars under different loading conditions. This study investigates use helices (spirals) longitudinal transversal reinforcement, respectively, RC columns. A total 12 circular specimens...

10.1061/(asce)cc.1943-5614.0000670 article EN Journal of Composites for Construction 2016-01-13

SUMMARY This paper presents the preliminary research works on a potential seismic isolation method that makes use of scrap rubber tires for protection low‐to‐medium‐rise buildings. The involves mixing shredded tire particles with soil materials and placing mixtures around building foundations, which provides function similar to cushion. Meanwhile, stockpiling is significant threat our environment, engineering community has been looking long‐term viable solutions recycling reuse rubber. A...

10.1002/eqe.2171 article EN Earthquake Engineering & Structural Dynamics 2012-02-27

Scrap tire disposal has been a critical environmental problem in many urban cities due to the huge increase number of vehicles. Significant research efforts have devoted recent years explore use scrap tires civil engineering application, as reuse or recycling is preferred option from waste management perspective. This paper investigates shear and compressibility behavior sand–tire crumb (S-TC) mixtures for their application projects. Unlike other studies where chips shreds were used,...

10.1061/(asce)mt.1943-5533.0000696 article EN Journal of Materials in Civil Engineering 2012-09-24

This paper investigates the influence of different types steel fibers on engineering properties ambient cured alkali-activated slag–fly ash concrete. The investigated include workability, compressive strength, splitting tensile flexural direct and stress–strain response under axial compression. Three fibers, i.e., straight micro fiber, deformed macro fiber hybrid were added to mixes. It was found that workability concrete mixes decreased with increase in volume fraction fibers. also strength...

10.1061/(asce)mt.1943-5533.0002333 article EN Journal of Materials in Civil Engineering 2018-05-10

Existing design codes and guidelines do not adequately address the of concrete columns reinforced with fiber-reinforced polymer (FRP) bars. Accordingly, a number research studies investigated behavior FRP bar-reinforced columns. However, previous were limited to normal-strength (NSC) In this study, glass (GFRP) high-strength (HSC) specimens under different loading conditions was in terms axial load-carrying capacity, confinement efficiency GFRP helices, as well ductility post-peak load-axial...

10.1061/(asce)cc.1943-5614.0000784 article EN Journal of Composites for Construction 2017-02-17

Contradictory results have been published on the effect of sea sand and seawater in concrete as opposed to conventional river freshwater. The majority studies show equivalent, if not better, when are used concrete, although some concluded otherwise. This paper investigates variations chemical physical properties sand. It has found that each sample is unique, which might be reason for contradictory findings current literature. Chemical were analyzed using a scanning electron microscope...

10.1061/(asce)mt.1943-5533.0003475 article EN Journal of Materials in Civil Engineering 2020-09-29
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