Muhammad Rizwan
Research Subjects
Muhammad Rizwan has a total of 14 co-authors. Here are the top co-authors by number of shared publications:
- Muhammad Fiaz Tahir
Department of Civil Engineering, University of Engineering and Technology Taxila, Taxila, Pakistan: )
2 shared publications - Ali Raza
Department of Civil Engineering, University of Engineering and Technology Taxila, Taxila, Pakistan
1 shared publication - Andrii G. Kostryzhev
ARC Research Hub for Australian Steel Manufacturing, University of Wollongong, Wollongong, NSW 2522, Australia
1 shared publication - Chris R. Killmore
ARC Research Hub for Australian Steel Innovation, University of Wollongong, Wollongong, NSW 2522, Australia
1 shared publication - Dake Yu
ARC Research Hub for Australian Steel Innovation, University of Wollongong, Wollongong, NSW 2522, Australia
1 shared publication - Huijun Li
Faculty of Engineering and Information Sciences, University of Wollongong, Wollongong, Australia
1 shared publication
Latest Publications
- 1 May 2023
- Published by Emerald Publishing in Proceedings of the Institution of Civil Engineers - Structures and Buildings
- Vol. 176 (5) , 349-360
Seismic behaviour of concrete bridge piers with various types of transverse reinforcement
Past bridge failures due to earthquakes have been found to be due to inadequate seismic design of the bridge piers. It is thus essential to investigate the effect of lateral confinement on the seismic behaviour of bridge piers. The aim of this study was to evaluate, experimentally and numerically, the seismic performance of reinforced concrete bridge piers with various types of transverse reinforcement. For this purpose, three scaled-down (1 : 4) circular bridge pier specimens were tested under constant axial and quasi-static cyclic loading (QSCL). A control specimen was made with spiral lateral reinforcement, while the other two specimens were made with stirrups with cross-ties and strips with cross-ties. The hysteresis loops, envelope curves, energy dissipation and stiffness degradation of all three specimens were determined in order to evaluate their seismic behaviour. Compared with the control specimen, the specimen with strips and cross-ties showed increased lateral load capacity, cumulative energy dissipation and higher initial stiffness due to the effect of increased confinement. The results of finite-element analysis showed good agreement with the experimental results. The findings of this study indicate that strips with cross-ties can be used in bridge piers when a high lateral load carrying capacity and energy dissipation are required.
- 1 May 2023
- Published by Emerald Publishing in Proceedings of the Institution of Civil Engineers - Structures and Buildings
- Vol. 176 (5) , 349-360
Seismic behaviour of concrete bridge piers with various types of transverse reinforcement
Past bridge failures due to earthquakes have been found to be due to inadequate seismic design of the bridge piers. It is thus essential to investigate the effect of lateral confinement on the seismic behaviour of bridge piers. The aim of this study was to evaluate, experimentally and numerically, the seismic performance of reinforced concrete bridge piers with various types of transverse reinforcement. For this purpose, three scaled-down (1 : 4) circular bridge pier specimens were tested under constant axial and quasi-static cyclic loading (QSCL). A control specimen was made with spiral lateral reinforcement, while the other two specimens were made with stirrups with cross-ties and strips with cross-ties. The hysteresis loops, envelope curves, energy dissipation and stiffness degradation of all three specimens were determined in order to evaluate their seismic behaviour. Compared with the control specimen, the specimen with strips and cross-ties showed increased lateral load capacity, cumulative energy dissipation and higher initial stiffness due to the effect of increased confinement. The results of finite-element analysis showed good agreement with the experimental results. The findings of this study indicate that strips with cross-ties can be used in bridge piers when a high lateral load carrying capacity and energy dissipation are required.
- Open Access
Edge Microstructure and Strength Gradient in Thermally Cut Ti-Alloyed Martensitic Steels
Recently developed Ti-alloyed martensitic steels are believed to exhibit higher wear resistance than traditionally quenched and tempered medium carbon steels. However, their properties may deteriorate during thermal cutting and welding as a result of microstructure tempering. This would present significant challenges for the metal fabrication industries. A decrease in strength and wear resistance associated with tempering should vary with steel composition, initial steel microstructure and properties, and cutting method. In this work, we investigated the effect of thermal cutting on the edge microstructure and properties in two alloyed plate steels containing 0.27C-0.40Ti and 0.39C-0.60Ti (wt.%) commercially rolled to 12 mm thickness. Three cutting methods were applied to each of the two plates: oxy-fuel, plasma and water-jet. Microstructure characterisation was carried out using optical and scanning electron microscopy. With an increase in thermal effect, from water-jet to plasma to oxy-fuel, the heat affected zone width increased and hardness decreased in both steels. However, the hardness profile from the cut edge to the base metal significantly varied with steel composition, particularly C and Ti contents. The dependence of grain structure and precipitation kinetics on steel composition, and cutting method, were thoroughly investigated and linked to the hardness profile variation. The obtained results will be used to optimise the technological parameters for cutting and welding of Ti-alloyed martensitic steels.
Open AccessEdge Microstructure and Strength Gradient in Thermally Cut Ti-Alloyed Martensitic Steels
Recently developed Ti-alloyed martensitic steels are believed to exhibit higher wear resistance than traditionally quenched and tempered medium carbon steels. However, their properties may deteriorate during thermal cutting and welding as a result of microstructure tempering. This would present significant challenges for the metal fabrication industries. A decrease in strength and wear resistance associated with tempering should vary with steel composition, initial steel microstructure and properties, and cutting method. In this work, we investigated the effect of thermal cutting on the edge microstructure and properties in two alloyed plate steels containing 0.27C-0.40Ti and 0.39C-0.60Ti (wt.%) commercially rolled to 12 mm thickness. Three cutting methods were applied to each of the two plates: oxy-fuel, plasma and water-jet. Microstructure characterisation was carried out using optical and scanning electron microscopy. With an increase in thermal effect, from water-jet to plasma to oxy-fuel, the heat affected zone width increased and hardness decreased in both steels. However, the hardness profile from the cut edge to the base metal significantly varied with steel composition, particularly C and Ti contents. The dependence of grain structure and precipitation kinetics on steel composition, and cutting method, were thoroughly investigated and linked to the hardness profile variation. The obtained results will be used to optimise the technological parameters for cutting and welding of Ti-alloyed martensitic steels.
- Open Access
- 18 March 2021
- Published by Bentham Science Publishers Ltd. in The Open Construction & Building Technology Journal
- Vol. 15 (1) , 1-16
Energy Dissipation in Frame Structures using Sliding Lever Mechanism Technique
Energy Dissipation in Frame Structures using Sliding Lever Mechanism Technique
- 18 March 2021
- Published by Bentham Science Publishers Ltd. in The Open Construction & Building Technology Journal
- Vol. 15 (1) , 1-16
Open AccessEnergy Dissipation in Frame Structures using Sliding Lever Mechanism Technique
Energy Dissipation in Frame Structures using Sliding Lever Mechanism Technique
- 1 March 2014
- Published by Springer Nature in Arabian Journal for Science and Engineering
- Vol. 39 (5) , 3449-3460
Experimental Behavior of RC Columns, Confined with Stirrup and Strips, Under Cyclic Axial Load
- 1 March 2014
- Published by Springer Nature in Arabian Journal for Science and Engineering
- Vol. 39 (5) , 3449-3460
Experimental Behavior of RC Columns, Confined with Stirrup and Strips, Under Cyclic Axial Load