Rahat Rahat Ullah

Mr. Rahat Rahat Ullah

Central South University, Changsha, Guangdong, China
orcid

Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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10 June 2022 in Materials
Verified
Journal Article
Open access
PDF file
Rahat Rahat UllahRahat Rahat Ullah
Rahat Rahat Ullah
Qiang YuanQiang Yuan
Qiang Yuan
Jawad AhmadJawad Ahmad
Jawad Ahmad
Nikolai Ivanovich VatinNikolai Ivanovich Vatin
Nikolai Ivanovich Vatin
M.A. El-ShorbagyM.A. El-Shorbagy
M.A. El-Shorbagy
The interest of researchers in UHPC has increased over the past decade. It is crucial to understand the structural behavior of reinforced UHPC (R/UHPC) components under various loading conditions before they can be used as a replacement for conventional concrete. Although several studies on ultra-high-performance concrete (UHPC) have been conducted, the knowledge is scattered, and no one can easily judge the performance and methodology of UPHC. Therefore, the purpose of this study was to review the research studies already carried out on UHPC. The review focuses on the materials’ physical and chemical composition, mechanical and durability characteristics, fire resistance, and environmental benefits of UHPC. Design considerations for effectively utilizing UHPC in structural elements are also presented. The best UHPFRC mixture is obtainable with a steel fiber content of 2–3% and a water-to-cement ratio of 0.2–0.3. The review also discusses the essentials recommendation for future research on UHPC.

10 August 2021 in Materials
Verified
Journal Article
Open access
PDF file
Jawad AhmadJawad Ahmad
Jawad Ahmad
OZOsama Zaid
Osama Zaid
FAFahid Aslam
Fahid Aslam
MSMuhammad Shahzaib
Muhammad Shahzaib
Rahat Rahat UllahRahat Rahat Ullah
Rahat Rahat Ullah
KKKhaled Khedher
Khaled Khedher
In the current study, the utilization of glass and nylon fibers in various percentages are added to enhance the mechanical performance of peach shell lightweight concrete. Glass and nylon fibers were added at 2%, 4%, 6%, and 8% by cement weight. The results showed that, as we added the glass and nylon fibers, the density of peach shell concrete was reduced by 6.6%, and the compressive, split tensile and flexural strength were enhanced by 10.20%, 60.1%, and 63.49%. The highest strength that was obtained in compressive, split tensile, and flexural strength at 56 days was 29.4 MPa, 5.2 MPa, and 6.3 MPa, respectively, with 6% of glass fiber in peach shell concrete. Mechanical test results showed that post-failure toughness and modulus of elasticity of peach shell concrete is enhanced with the utilization of fibers. To verify our lab results, a statistical analysis, such as response surface methodology, was performed to make a statistical model, it was confirmed by both lab results and statistical analysis that the mechanical performance of peach shell concrete could be significantly improved by adding glass fibers as compared to nylon fibers. With the use of fibers, the water absorption and porosity were slightly increased. Hence, the glass and nylon fibers can be used to improve the peach shell concrete mechanical properties to make concrete eco-friendly, sustainable, and lightweight.

19 April 2022 in Arabian Journal of Geosciences
Verified
Journal Article
Closed access
PDF file
MHMuhammad Hamza
Muhammad Hamza
Mubashir AzizMubashir Aziz
Mubashir Aziz
XWXiang Wang
Xiang Wang
MYMuhammad Waqas Younis
Muhammad Waqas Younis
ZNZhihong Nie
Zhihong Nie
ARAtteq Ur Rehman
Atteq Ur Rehman