Mizan Ahmed

Lecturer

Curtin University

Australia

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Mizan Ahmed is a Lecturer at Curtin University in Australia. His research areas include the experimental and numerical analysis of concrete structures, with a focus on the performance of concrete-filled steel tubular members and the mechanical properties of rubberized concrete. He has contributed to various studies on the strengthening of reinforced concrete beams, as well as the behavior of concrete structures under different loading conditions, including fire exposure and seismic events.

Articles (20)

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2025

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2025

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2025

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2023

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2023

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2023

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2023

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2023

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2023

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2023

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2023

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2022

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2022

Collaborators (8)

Wahidul K. Biswas

Curtin University

AUSTRALIA

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M. Neaz Sheikh

AUSTRALIA

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Qing Quan Liang

Lecturer/Senior Lecturer/Associate Professor of Structural Engineering

Victoria University

AUSTRALIA

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Xihong Zhang

Curtin University

AUSTRALIA

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K. Sennah

CANADA

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Wensu Chen

ARC Future Fellowship/Associate Professor

Curtin University

AUSTRALIA

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Habibah Ghazali

AUSTRALIA

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Faiz Shaikh

Professor

Curtin University

AUSTRALIA

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Mizan Ahmed

Research Interests

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About

Articles (20)

Investigation of Fresh, Mechanical, and Durability Properties of Rubberized Fibre-Reinforced Concrete Containing Macro-Synthetic Fibres and Tyre Waste Rubber

Effects of Partial Replacement of Cement with Fly Ash on the Mechanical Properties of Fiber-Reinforced Rubberized Concrete Containing Waste Tyre Rubber and Macro-Synthetic Fibers

Behavior and design of eccentrically loaded circular concrete-filled double steel tubular beam-columns under fire exposure

Experimental and numerical analysis of the flexural performance of concrete-filled steel tubular members with partial replacement of fine aggregates with sawdust

Shear Strengthening of High-Strength Reinforced Concrete Deep Beams with Openings Using High-Performance Concrete Mortars

Experimental investigations and design of precast concrete‐filled steel corrugated sheet slender columns with intermediate connection

Experimental and Numerical Investigations of Punching Shear Strengthening of Slab-Circular Column Connection Incorporating UHPC and Galvanized Threaded Steel Bolts

Torsional Strengthening of RC Beams with Openings Using Hybrid SHCC–Glass Fiber Mesh Composites

Sequential Nonlinear Time History Analysis of Asymmetric Reinforced Concrete Buildings Under the 2011 Great Japan Earthquake and Tsunami

Performance analysis of strengthening reinforced concrete beams under pure torsion using galvanized steel sheets: Experimental and numerical investigation

Flexural performance of precast circular reinforced concrete members with intermediate connection filled with ultra-high-performance-concrete

ANN model for predicting the elastic critical buckling coefficients of prismatic tapered steel web plates under stress gradients

Unified numerical model for performance analysis of various cross-sections of concrete-filled stainless-steel tubular stub columns under axial loading

The Influence of Different Dynamic Material Constitutive Models on the Impact Performance of Circular CFST Columns

Experimental and numerical investigations of the effectiveness of engineered cementitious composites and stainless steel plates in shear strengthening of reinforced concrete beams

Flexural performance of circular concrete‐filled double steel tubular members: Testing, modeling, and strength predictions

Computational simulation of nonlinear inelastic behavior of circular concrete-filled stainless-steel tubular short columns incorporating confinement effects

Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling

Numerical modeling of self-compacting concrete columns longitudinally reinforced with steel tubes under axial loading

Behavior and design of axially loaded square concrete-filled double steel tubular slender columns

Collaborators (8)

Wahidul K. Biswas

M. Neaz Sheikh

Qing Quan Liang

Xihong Zhang

K. Sennah

Wensu Chen

Habibah Ghazali

Faiz Shaikh

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