Yasmeen Obaidat | Structural eng | Best Researcher Award

Posted on by ScienceFather

Prof. Yasmeen Obaidat | Structural eng | Best Researcher Award

Professor at ordan university of science and technology, Jordan

Associate Professor of Civil Engineering at Jordan University of Science & Technology (JUST). 📚 Earned a Ph.D. from Lund University, Sweden (2011), and MSc/BSc from JUST. 🏗️ Expert in structural retrofitting, nonlinear finite element modeling, and AI applications in civil engineering. 🌍 Active researcher with 40+ publications and contributor to academic growth at JUST and Yarmouk University. 🎓 Dedicated mentor, supervisor, and conference participant.

 

Publication Profile

scholar

Education🎓

Ph.D.: Civil Engineering, Structural Mechanics, Lund University, Sweden (2011). Dissertation: Structural retrofitting of concrete beams using FRP Licentiate: Structural Mechanics, Lund University, Sweden (2009). Thesis: Retrofitting reinforced concrete beams with CFRP. M.Sc.: Structural Engineering, JUST, Jordan (2007). Thesis: Retrofitting RC beams with composite laminates. B.Sc.: Structural Engineering, JUST, Jordan (2004).

Experience🧑‍🏫

Professor, Civil Engineering, JUST (2023-present). Associate Professor, Civil Engineering, JUST (2012-2019). Head of Civil Engineering Department, Yarmouk University (2012-2015). Assistant Professor, Civil Engineering, JUST and Yarmouk University. Established civil engineering labs and supervised 50+ undergrad projects.

Awards and Honors🏆

Member of Undergraduate Projects Committee, Jordanian Engineers Association (2019-present).  Instrumental in academic and research partnerships nationally and internationally.  Established civil engineering labs at Yarmouk University.  Significant contributions to faculty development at JUST and Yarmouk University.

Research Focus🔍 

Structural retrofitting and strengthening with FRP materials.  Nonlinear finite element modeling in civil engineering applications. AI integration in structural engineering solutions  Climatic design for sustainable civil engineering practices.  Published 40+ peer-reviewed articles and supervised MSc/PhD students.

Publication  Top Notes

“The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM”
📄 Composite Structures (2010), 92(6), pp. 1391–1398.
👀 Cited 369 times, this study investigates finite element modeling (FEM) techniques for retrofitted RC beams using CFRP.

“Retrofitting of reinforced concrete beams using composite laminates”
📄 Construction and Building Materials (2011), 25(2), pp. 591–597.
🔗 Cited 202 times, this article explores composite laminate retrofitting for RC beams, focusing on structural performance.

“Retrofitting of partially damaged reinforced concrete beam-column joints using various plate-configurations of CFRP under cyclic loading”
📄 Construction and Building Materials (2019), 198, pp. 313–322.
🌐 Cited 72 times, it examines innovative CFRP configurations for seismic retrofitting of RC joints.

“Evaluation of parameters of bond action between FRP and concrete”
📄 Journal of Composites for Construction (2013), 17(5), pp. 626–635.
📊 Cited 62 times, focuses on critical bond parameters affecting FRP-concrete interaction.

“Effect of olive waste (Husk) on behavior of cement paste”
📄 Case Studies in Construction Materials (2016), 5, pp. 19–25.
🌱 Cited 58 times, investigates the sustainable use of olive waste in cement paste formulations.

“Structural retrofitting of concrete beams using FRP-debonding issues”
📄 Doctoral Dissertation (2011).
📗 Cited 54 times, addresses challenges of FRP debonding in structural retrofitting applications.

“A new technique for repairing reinforced concrete columns”
📄 Journal of Building Engineering (2020), 30, 101256.
🏗️ Cited 44 times, proposes an innovative column repair method using CFRP.

“Non-linear finite-element investigation of the parameters affecting externally-bonded FRP flexural-strengthened RC beams”
📄 Results in Engineering (2020), 8, 100168.
🖥️ Cited 42 times, presents a FEM analysis for flexural strengthening of RC beams.

“New anchorage technique for NSM-CFRP flexural strengthened RC beam using steel clamped end plate”
📄 Construction and Building Materials (2020), 263, 120246.
🚧 Cited 40 times, this work details advanced anchorage solutions for NSM-CFRP systems.

“Performance of RC beam strengthened with NSM-CFRP strip under pure torsion: Experimental and numerical study”
📄 International Journal of Civil Engineering (2020), 18, pp. 585–593.
🔄 Cited 38 times, investigates the torsional strengthening of RC beams using NSM-CFRP strips.

“Shear strengthening of RC beams using near-surface mounted carbon fibre-reinforced polymers”
📄 Australian Journal of Structural Engineering (2019), 20(1), pp. 54–62.
✂️ Cited 38 times, explores NSM-CFRP applications for shear strength enhancement.

“Compressive strength prediction of lightweight short columns at elevated temperature using gene expression programming and artificial neural network”
📄 Journal of Civil Engineering and Management (2020), 26(2), pp. 189–199.
🔥 Cited 27 times, uses AI to predict structural performance under heat stress.

“Case study on production of self-compacting concrete using white cement by-pass dust”
📄 Case Studies in Construction Materials (2018), 9, e00190.
🔍 Cited 27 times, highlights sustainable concrete production methods.

“Effect of aggregate size on the bond behavior between carbon fiber–reinforced polymer sheets and concrete”
📄 Journal of Materials in Civil Engineering (2019), 31(12), 04019295.
📐 Cited 24 times, examines how aggregate size impacts CFRP-concrete bond behavior.

“Effect of elevated temperature on the bond behavior between NSM-CFRP strips and recycled aggregate concrete”
📄 Construction and Building Materials (2020), 251, 118970.
🌡️ Cited 22 times, investigates bond integrity under heat exposure.

“Behavior of NSM CFRP reinforced concrete columns: Experimental and analytical work”
📄 Case Studies in Construction Materials (2021), 15, e00589.
🏗️ Cited 21 times, combines experimental and analytical approaches to column strengthening.

“A nonlinear finite element model for shear deficient heat-damaged concrete beams repaired using NSM CFRP strips”
📄 Construction and Building Materials (2018), 170, pp. 314–325.
🔨 Cited 21 times, provides a FEM-based solution for repairing heat-damaged beams.

“Repair of heat-damaged SCC cantilever beams using SNSM CFRP strips”
📄 Structures (2020), 24, pp. 151–162.
🔧 Cited 20 times, focuses on repairing SCC beams using advanced CFRP techniques.

“Innovative strengthening schemes of concrete cantilever beams using CFRP sheets: End anchorage effect”
📄 Construction and Building Materials (2018), 190, pp. 1215–1225.
💡 Cited 17 times, analyzes the end anchorage impact in CFRP-strengthened beams.

Conclusion

The candidate demonstrates exceptional qualifications and achievements in structural mechanics, retrofitting techniques, and civil engineering education. Their blend of academic excellence, research productivity, leadership roles, and mentorship makes them a strong contender for the Best Researcher Award. By focusing on enhancing global impact and diversifying research interests, they can further solidify their stature as a leading researcher.

Tao Wang | Geopolymer materials | Best Researcher Award

Posted on by ScienceFather
Mr.  Nanjing Hydraulic Research Institute, China

The research presents a method for developing high-strength, low-carbon geopolymer mortar using fly ash and slag under ambient curing conditions. It addresses the challenge of low strength in fly ash-based geopolymers by analyzing the impact of slag content on mechanical properties. The study also investigates the correlation between microstructural and macroscopic properties using grey relational analysis and assesses the environmental and economic benefits of varying slag content. This work offers practical guidance for advancing sustainable, high-performance geopolymer materials, supported by the National Natural Science Foundation of China.

Professional Profiles:

scopus

🏗️ About Our Research

🔍 Our study introduces an innovative method to develop high-strength geopolymer mortar that boasts low-carbon and environmentally friendly characteristics under ambient curing conditions. The research delves into the mechanical properties, microstructural attributes, and environmental benefits of this mortar. 🌍

🚧 Tackling the Strength Challenge

💡 Fly ash-based geopolymer mortar is celebrated for its eco-friendly benefits, but achieving high strength remains a challenge in modern structural engineering. While most studies focus on high-temperature curing, our research uniquely explores the influence of slag content on the mechanical properties of geopolymer mortar under ambient conditions.

🔬 Deep Dive: Microstructural and Mechanical Properties

📊 We conducted a thorough analysis of the microstructural performance and established a framework using the grey relational analysis method to correlate these findings with the mortar’s macroscopic mechanical properties. Additionally, we evaluated the environmental and economic impacts of varying slag content through statistical analysis.

🌱 Towards a Sustainable Future

🌱 This work provides valuable insights and practical guidance for the advancement of low-carbon, environmentally friendly, and high-performance geopolymer mortar, paving the way for future developments in sustainable construction materials.

🔗 Research Support

🏆 This research was generously supported by the National Natural Science Foundation of China (SN: 52171270, 51879168) and the Key Funded Projects of the National Natural Science Foundation of China-Regional Innovation and Development Joint Fund (U23A20672). We confirm that this work has not been submitted elsewhere for publication, and all authors have approved the enclosed manuscript.

Strengths for the Award

  1. Innovative Approach: The research introduces a novel method for developing high-strength geopolymer mortar under ambient curing conditions, addressing a crucial challenge in the field. The emphasis on low-carbon and environmentally friendly characteristics is timely and aligns with global sustainability goals.
  2. Comprehensive Analysis: The study offers a thorough investigation of both the mechanical properties and microstructural performance of the geopolymer mortar. The use of grey relational analysis to establish correlations between microstructural and mechanical properties adds depth to the research.
  3. Environmental and Economic Assessment: The inclusion of environmental and economic impact assessments demonstrates a holistic approach, considering not just the technical performance but also the broader implications of the material.
  4. Support from National Foundations: The research is backed by prestigious funding sources, such as the National Natural Science Foundation of China, which underscores the importance and credibility of the work.

Areas for Improvement

  1. Expansion of Application Scenarios: While the research focuses on ambient curing conditions, exploring the applicability of the developed mortar in different environmental conditions or comparing it with other curing methods could provide more comprehensive insights.
  2. Long-term Performance Evaluation: The study could benefit from a long-term performance analysis, including durability and sustainability over extended periods, to further validate the practical application of the geopolymer mortar.
  3. Broader Comparative Analysis: Including a broader range of comparisons with other high-strength construction materials could strengthen the argument for the practical adoption of geopolymer mortar in various structural engineering scenarios.

 

✍️Publications Top Note :

Development of High-strength Geopolymer Mortar Based on Fly Ash-slag: Correlational Analysis of Microstructural and Mechanical Properties and Environmental Assessment”

Authors: Wang, T., Fan, X., Gao, C.

Journal: Construction and Building Materials (2024), 441, 137515

 

“Performance of Geopolymer Paste under Different NaOH Solution Concentrations”

Authors: Wang, T., Fan, X., Gao, C., Qu, C.

Journal: Magazine of Concrete Research (2024)

 

“Shear Behavior and Strength Prediction of HFRP Reinforced Concrete Beams without Stirrups”

Authors: Gu, Z., Hu, Y., Gao, D., Wang, T., Yang, L.

Journal: Engineering Structures (2023), 297, 117030

 

“Effect of Different Loading Rates on the Fracture Behavior of FRP-Reinforced Concrete”

Authors: Liu, J., Fan, X., Wang, T., Qu, C.

Journal: Fatigue and Fracture of Engineering Materials and Structures (2023), 46(12), pp. 4743–4759

 

“The Influence of Fiber on the Mechanical Properties of Geopolymer Concrete: A Review”

Authors: Wang, T., Fan, X., Gao, C., Liu, J., Yu, G.

Journal: Polymers (2023), 15(4), 827

 

“Database-based Error Analysis of Calculation Methods for Shear Capacity of FRP-Reinforced Concrete Beams without Web Reinforcement”

Authors: Wang, T., Fan, X., Gao, C., Qu, C., Liu, J.

Journal: Journal of Southeast University (English Edition) (2023), 39(3), pp. 301–313

 

“Size Effect Theory on Shear Strength of RC Cantilever Beams without Stirrups”

Authors: Jin, L., Wang, T., Du, X.-L.

Journal: Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics (2020), 37(4), pp. 396–404

 

“Size Effect Theory on Shear Failure of RC Cantilever Beams”

Authors: Jin, L., Wang, T., Du, X.-L., Xia, H.

Journal: Gongcheng Lixue/Engineering Mechanics (2020), 37(1), pp. 53–62

 

“Size Effect in Shear Failure of RC Beams with Stirrups: Simulation and Formulation”

Authors: Jin, L., Wang, T., Jiang, X.-A., Du, X.

Journal: Engineering Structures (2019), 199, 109573

 

Conclusion

Tao Wang’s research on high-strength geopolymer mortar is innovative and impactful, addressing key challenges in the construction industry related to sustainability and strength. The study’s comprehensive analysis and consideration of environmental impacts make it a strong contender for the “Best Researcher Award.” However, expanding the research scope to include more comparative and long-term analyses could further enhance its significance.