RESEARCHER PROFILE

Bedar Rauf Hassan

University of Halabja

Structural Behavior of Reinforced ConcreteInnovative concrete reinforcement materialsStructural Load-Bearing AnalysisMasonry and Concrete Structural AnalysisRecycled Aggregate Concrete Performance

Bedar Rauf Hassan works in Structural Behavior of Reinforced Concrete, Innovative concrete reinforcement materials, Structural Load-Bearing Analysis, Masonry and Concrete Structural Analysis, Recycled Aggregate Concrete Performance. Recorded institutional associations include University of Halabja.

25Publications

300Citations

8H-index

ORCID

Inclusion identifies researchers whose recorded research contributions may inform their university’s understanding of its research community. It does not rank individual research quality or establish current employment.

Selected research works

Up to 100 highly cited works; DOI links open the original research. Counts reflect the collected record, not real-time citation totals.

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Bedar Rauf Hassan

University of Halabja

Selected research works

Use of recycled plastic in self-compacting concrete: A comprehensive review on fresh and mechanical properties

Experimental and numerical assessment of recycled plastic fibers on shear strength and behavior of reinforced concrete beams with basalt FRP bars

Shear Strength of Reinforced Concrete Tapered Beams by Using Systematic Multiscale Models and Artificial Neural Network

Shear strength and behavior of recycled strap fiber reinforced concrete haunched beams

Shear behavior of reinforced beams with basalt fiber reinforced polymer bars: Review, comparative analysis, and experimental validation

Effect of size factor and tapered angles on the shear behavior and strength of haunched beams reinforced with basalt fiber reinforced polymer rebars: Experimental and analytical study

Shear behavior and capacity of reinforced concrete haunched beams: Comprehensive review, comparative analysis, and structural judgment

Predicting shear strength of fiber-reinforced concrete beams reinforced with longitudinal FRP bars with machine learning techniques

Experimental and Analytical Investigation of Shear Behavior and Strength of Haunched Beams Reinforced with Basalt Fiber–Reinforced Polymer Rebars

Strengthening of Reinforced Concrete T-Beam with Web Opening.

Innovative Approaches to Predicting Maximum Load-Carrying Capacity of Fiber-Reinforced Polymer Reinforced Concrete Columns Using Machine Learning Techniques

Shear performance and strength of reinforced concrete non-prismatic beams with basalt fiber reinforced polymer rebars

Shear Strength and Behavior of Haunched Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer BFRP Bars

Prediction of concrete compressive strength of carbon fiber reinforced concrete: soft computing models

Fresh and mechanical properties of fiber reinforced self-compacted concrete with different types of recycled discrete fibers

Shear strength and behavior of recycled plastic strap fiber reinforced concrete beams with basalt fiber reinforced polymer bars: an experimental and analytical study

Advancing Slender FRP RC Column Design: A Novel Analytical Equation for Predicting Effective Flexural Stiffness

Predicting Bond Strength Between Normal Concrete with Pozzolanic Materials and Steel Bars Using Machine Learning Techniques

A novel gene expression programming model for predicting ultimate axial capacity of FRP-reinforced concrete columns: sensitivity analysis and comparative evaluation

Damages Assessment of Concrete Buildings in Iraq During the 2017 Iran–Iraq Border Earthquake: Lessons for Seismic Resilience

Numerical Analysis of In-plane Behaviour of Masonry Infilled Rc Frames Using Macro And Micro Models

Behavior and shear strength of FRC beams with FRP bars: state-of-the-art review, comparative analysis, experimental and numerical validations

Strengthening of Reinforced Normal and Self-Compacted Concrete Beams: Comparative Experimental Investigation

Main mechanical properties of recycled plastic strap fiber reinforced concrete based on destructive and non-destructive tests

Evaluation of Pervious Concrete PC Subjected to High Temperature and Post Fire: Experimental Investigation and Proposed Expressions