Dr Md Akhtar Hossain
Research Associate
School of Engineering
- Email:akhtar.a.hossain@newcastle.edu.au
- Phone: (02) 49854115
Career Summary
Biography
Dr Md Akhtar Hossain is a lecturer and research associate in the School of Engineering at the University of Newcastle, Australia. Prior to this appointment, he served as a lecturer and program coordinator at the University of Newcastle (UON), Singapore for two years. Dr Akhtar obtained a Bachelor of Science in Civil Engineering from Khulna University of Engineering and Technology (KUET), Bangladesh in 2008. Immediately after his graduation, he was appointed as a Lecturer (and as an assistant professor in 2012) in the Department of Civil Engineering at KUET.
Dr Akhtar holds a doctorate in Civil Engineering from The University of Newcastle, Australia. He also completed an MSc in International Masters of Science in Fire Safety Engineering (IMFSE) from 3 different European Universities: The University of Edinburgh (UK), Lund University (Sweden) and Ghent University (Belgium).
He has been with the University of Newcastle, Australia since 2015. He teaches the Fundamentals of Engineering Mechanics, Introduction to geomechanics, Theory of Structures 1, Theory of Structures 2, Advanced Analysis for Design, Virtual Design and Construction, and Design For Manufacturing and Assembly, Residential Footings/Masonry/Timber Design of the Bachelor of Civil Engineering Program.
He has authored over 20 articles in highly reputed international journals and conference proceedings. He has a good track of research outcomes and has gained national and international research reputations for his extensive research. He is also actively involved in research related to the Experimental and numerical modelling of unreinforced masonry structures, fibre reinforced polymer strengthening, computational mechanics, advanced concrete technology, advanced construction materials for fire protection, finite element analysis of construction materials. He is a member of Engineers Australia of Australia, Concrete Institute of Australia and Engineer Institute of Bangladesh (IEB).
Qualifications
- Doctor of Philosophy, University of Newcastle
- Bachelor of Science (Civil Engineering), Khulna University of Engineering&Techn -Bangladesh
- International Masters in Fire Safety Engineering, Lund University - Sweden
Keywords
- Civil Engineering
- Earthquake Engineering
- Fire Protection of Structures
- Masonry Design
- Masonry Structures - Experimental
- Masonry Structures - Numerical
- Structural Engineering
Languages
- Bengali (Mother)
- English (Fluent)
Fields of Research
Code | Description | Percentage |
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400510 | Structural engineering | 85 |
400505 | Construction materials | 15 |
Professional Experience
UON Appointment
Title | Organisation / Department |
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Lecturer | University of Newcastle School of Engineering Australia |
Research Associate | University of Newcastle School of Engineering Australia |
Academic appointment
Dates | Title | Organisation / Department |
---|---|---|
1/1/2022 - | Research Associate | Faculty of Engineering and Built Environment - The University of Newcastle (Australia) School of Engineering Australia |
11/8/2021 - | Lecturer | University of Newcastle School of Engineering Australia |
15/8/2019 - 14/8/2021 | Lecturer and Program Coordinator | The University of Newcastle (UON), Singapore Singapore |
9/3/2015 - 30/7/2019 | Postgraduate Researcher | The University of Newcastle School of Engineering Australia |
1/1/2012 - 20/2/2020 | Assistant Professor | Khulna University of Engineering and Technology (KUET) Faculty of Civil Engineering Bangladesh |
12/10/2008 - 31/12/2011 | Lecturer | Khulna University of Engineering and Technology (KUET) Bangladesh |
Awards
Award
Year | Award |
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2017 |
M.A. Hatzinikolas Award Canadian Masonry Symposium |
2016 |
Faculty of Engineering and Built Environment - Postgraduate Research Prize Faculty of Engineering and Built Environment- The University of Newcastle |
2015 |
The University of Newcastle International Postgraduate Research Scholarship (UNIPRS) The University of Newcastle |
2012 |
Erasmus Mundus scholarships (Category A), funded by the European Union International Master of Science in Fire Safety Engineering (IMFSE) |
2004 |
District Merit Scholarship Pabna District |
2004 |
University Merit Scholarship Khulna University of Engineering and Technology (KUET) |
Teaching
Code | Course | Role | Duration |
---|---|---|---|
CIVL2130 |
Theory of Structure I The University of Newcastle |
Lecturer and Tutor | 9/3/2015 - 31/12/2021 |
CIVL3400 |
Design For Manufacturing and Assembly The University of Newcastle |
Course Coordinator | 15/8/2019 - 31/12/2021 |
ARBE1304 |
Building Codes and Compliance The University of Newcastle |
Assessment Marker | 1/7/2015 - 31/12/2022 |
CIVL3300 |
Virtual Design and Construction The University of Newcastle |
Course Coordinator | 15/8/2019 - 31/12/2021 |
CIVL2130 |
Theory of Structure I The University of Newcastle |
Course Coordinator | 1/1/2022 - 31/7/2023 |
ARBE3306 |
Building Fire Safety and Compliance The University of Newcastle |
Assessement Marker | 1/7/2015 - 31/12/2022 |
CIVL2282 |
Introduction to Geomechanics The University of Newcastle |
Lecturer and Tutor | 15/8/2019 - 31/12/2019 |
CIVL4120 |
CIVL4120 Residential Footings/Masonry/Timber Design Faculty of Engineering and Built Environment - The University of Newcastle (Australia) |
Course Coordinator and Lecturer | 1/7/2022 - 31/12/2022 |
CIVL6120 |
CIVL6120 Residential Footings, Masonry, Timber Design Faculty of Engineering and Built Environment - The University of Newcastle (Australia) |
Course Coordinator and Lecturer | 1/7/2022 - 31/12/2022 |
ARBE3306 |
Building Fire Safety and Compliance The University of Newcastle |
Course Coordinator and Lecturer | 1/7/2020 - 31/12/2020 |
CIVL4660 |
Project S2 The University of Newcastle, Australia |
Course Coordinator | 15/8/2019 - 31/12/2021 |
CIVL2060 |
Numerical Methods Faculty of Engineering and Built Environment - The University of Newcastle (Australia) |
Course Coordinator | 9/1/2023 - 30/6/2023 |
CIVL2720 |
Transportation Engineering and Design The University of Newcastle, Australia |
Course Coordinator | 1/2/2021 - 30/6/2022 |
CIVL1100 |
Fundamentals of Engineering Mechanics The University of Newcastle |
Lecturer and Tutor | 1/6/2015 - 31/12/2021 |
CIVL4640 |
Project S1 The University of Newcastle, Australia |
Course Coordinator | 24/2/2020 - 30/6/2022 |
Publications
For publications that are currently unpublished or in-press, details are shown in italics.
Journal article (30 outputs)
Year | Citation | Altmetrics | Link | ||||||||
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2022 |
Shakib S, Morshed AZ, Kholil MI, Hossain MA, 'Simulation of reinforced concrete beam retrofitted with steel angles subjected to flexure', Multidiscipline Modeling in Materials and Structures, 18 351-369 (2022) [C1] Purpose: The study focused on improving stiffness and premature failure, the weaknesses of the other retrofitting techniques and the retrofitted beam. A detailed study regarding t... [more] Purpose: The study focused on improving stiffness and premature failure, the weaknesses of the other retrofitting techniques and the retrofitted beam. A detailed study regarding the section properties and effective length of the angles was also carried out in this study. Design/methodology/approach: In this article, a comprehensive study was carried out using a finite element method to investigate the behavior and performance of steel angles as a retrofitting technique subjected to flexure. A model was developed in ABAQUS and validated with the available experimental works. The model was then applied to examine the beams retrofitted with the steel angles. Findings: From the investigation, the strengthening technique successfully enhanced the flexural capacity and stiffness of the beam. The stiffness of the retrofitted beam achieved more than 2.5 times of the controlled beam. The thickness and flange width of the angles improved both the load capacity and stiffness whereas, web width, having same flange width, improved the stiffness only. This study also illustrates that a premature failure can be minimized by maintaining L/S (length to span) ratio between 0.7 and 1.0 along with the welding to provide the connections between the angles and stirrups. Practical implications: The developed model and the findings can be used for designing the retrofitting technique for the damaged as well as beams to be increased their capacity. Originality/value: The research focused on the implication of a new technique of retrofitting, steel angles to improve the stiffness of beam, which is one of the major drawbacks of traditional techniques. Moreover, the research aimed to improve premature failure by bonding the retrofitting materials with the stirrups of the mother beam through welding.
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2021 |
Hemmat M, Totoev YZ, Masia MJ, 'Application of the resettable semi-active damper device for macro modelling of confined semi-interlocking masonry walls', International Journal of Masonry Research and Innovation, 6 208-231 (2021) [C1] In previous research by the authors, the semi-interlocking masonry (SIM) was investigated as infill panels for framed structures and its favourable seismic performance was establi... [more] In previous research by the authors, the semi-interlocking masonry (SIM) was investigated as infill panels for framed structures and its favourable seismic performance was established through laboratory tests. Confined semi-interlocking masonry (CSIM) is a new application of SIM that aims to enhance earthquake performance of confined masonry buildings. Numerical simulations are performed to estimate the structural capacity of CSIM buildings. Micro and macro-modelling strategies are two major approaches for numerical simulation of masonry buildings. This paper proposes a macro-model for CSIM buildings by using a resettable semi-active damper model to simulate the behaviour of the SIM panel. The hysteretic performance of CSIM walls using the proposed macro-model was compared with the load-displacement pushover curve resulting from the FEA micro-modelling approach. The acceptable match between the responses of CSIM walls obtained from the micro and the macro-model confirmed the capability of the proposed model to capture the capacity of CSIM walls.
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2021 |
Hossain MA, Totoev YZ, Masia MJ, 'Application of Digital Image Correlation (DIC) Technique for Semi Interlocking Masonry (SIM) Panels under Large Cyclic In-Plane Shear Displacement', Experimental Techniques, 45 509-530 (2021) [C1] Semi interlocking masonry (SIM) is an innovative masonry building system which is being developed in the Centre for Infrastructure Performance and Reliability at The University of... [more] Semi interlocking masonry (SIM) is an innovative masonry building system which is being developed in the Centre for Infrastructure Performance and Reliability at The University of Newcastle, Australia. It utilizes a special method of interlocking of mortar-less engineered masonry panels made of semi-interlocking masonry (SIM) units which possess significant energy dissipation capacity due to friction on sliding bed joints between units of the panel during a seismic event. This special method of interlocking SIM bricks allows relative sliding of unit courses in-plane of a wall and prevents out-of-plane relative movement of units. Because all bed joints in a SIM panel are sliding joints, SIM panels can withstand large in-plane displacements without damage. To test SIM panels, a special steel frame with pin connections at each corner was designed and built. The arrangement with pin connections allows application of in-plane shear distortion to the panel of up to 120¿mm. The study presented herein focused on the experimental investigation of displacement capacities of three different types of panels (panel with open gap between the steel frame and top of the panel, panel with foam in the gap, panel with grout in the gap) with two types of SIM units. The paper expands significantly from the previously published conference paper and examines the behavior of SIM panels subject to 100¿mm (5% storey drift) cyclic in-plane lateral displacement on six SIM panels. The horizontal and vertical movement of SIM units were recorded using Digital Image Correlation (DIC) every 10¿s over approximately 8¿h of testing. This study reveals that the DIC displacement outputs show good agreement with displacements measured using traditional instrumentation, even at large displacements (up to 100¿mm). The structural performance of the SIM panels is also analyzed and potential joint opening widths are quantified under large displacement by plotting the outputs from DIC results.
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2020 |
Rahman MM, Jyoti LTZ, Paul S, Ishmam A, Hossain MA, 'Mechanical and Thermal Performance of Cement Mortar Incorporating Super Absorbent Polymer (SAP)', Civil Engineering Journal, 6 2231-2244 [C1]
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2020 |
Hossain MA, Totoev YZ, Masia M, 'Experimental Investigation of Frictional Behavior of mortarless surface in Semi Interlocking Masonry under Cyclic Displacement', Journal of Materials in Civil Engineering, 32 (2020) [C1]
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2019 |
Hossain MA, Totoev YZ, Masia MJ, 'Experimental assessment of large displacement cyclic in-plane shear behaviour of semi-interlocking masonry panels', INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION, 4 378-399 (2019) [C1]
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2018 |
Zarrin O, Totoev YZ, Ramezanshirazi M, 'The feasibility of radial basis function network (RBF) to predict the behaviour of semi-interlocking masonry (SIM) panel', Masonry International, 31 27-32 (2018) The Semi-Interlocking Masonry (SIM) system has been developed by the Masonry Research Group at the University of Newcastle, Australia. The main purpose of this system is to enhanc... [more] The Semi-Interlocking Masonry (SIM) system has been developed by the Masonry Research Group at the University of Newcastle, Australia. The main purpose of this system is to enhance the seismic resistance of framed structures with masonry panels. In this system, SIM panels dissipate energy through the sliding friction between rows of SIM units during earthquake excitation. This paper aimed to find the applicability of artificial neural networks (ANN) to predict the displacement behaviour of the SIM panel under out-of-plane loading. The general concept of ANN requires them to be trained by related force-displacement data of SIM panels. The overall data for the training and testing of the network was 70 increments of force-displacement from three tests, which comprise of nine input nodes, these being height and length of panels, height, length and width of the brick, friction, geometry angle of brick, compressive strength of the brick with the lateral load. The aim of this study is to predict the displacement of the SIM panel using the Radial Basis Function network (RBF). The mean square error (MSE) of the network was 0.00032 and the coefficient of determination (R2) values showed as 0.96. The result revealed that ANN has significant potential to predict the behaviour of SIM panels.
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2016 |
Totoev YZ, Al Harthy A, 'Semi interlocking masonry as infill wall system for earthquake resistant buildings: A review', The Journal of Engineering Research, 13 33-41 (2016) [C1]
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2016 |
Totoev YZ, 'In-plane load resistance of semi interlocking masonry infill panels. Analytical procedure', Masonry International, 28 81-88 (2016) [C1]
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2016 |
Lin K, Totoev YZ, Liu H, Guo T, 'In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel', MATERIALS, 9 (2016) [C1]
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2015 |
Lin K, Totoev YZ, Liu H, Wei C, 'Experimental characteristics of dry stack masonry under compression and shear loading', Materials, 8 8731-8744 (2015) [C1] The behavior of dry stack masonry (DSM) is influenced by the interaction of the infill with the frame (especially the joints between bricks), which requires further research. This... [more] The behavior of dry stack masonry (DSM) is influenced by the interaction of the infill with the frame (especially the joints between bricks), which requires further research. This study investigates the compression and shear behaviors of DSM. First, a series of compression tests were carried out on both masonry prism with mortar (MP_m) and DSM prism (MP_ds). The failure mode of each prism was determined. Different from the MP_m, the stress-strain relationship of the MP_ds was characterized by an upward concavity at the initial stage. The compression strength of the MP_ds was slightly reduced by 15%, while the elastic modulus was reduced by over 62%. In addition, 36 shear-compression tests were carried out under cyclic loads to emphasize the influence of various loads on the shear-compression behavior of DSM. The results showed that the Mohr-Coulomb friction law adequately represents the failure of dry joints at moderate stress levels, and the varying friction coefficients under different load amplitudes cannot be neglected. The experimental setup and results are valuable for further research.
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2014 |
Lin K, Liu HJ, Totoev YZ, Page AW, 'Modeling of dry-stacked masonry panel confined by reinforced concrete frame', Archives of Civil and Mechanical Engineering, (2014) [C1] In order to increase the energy dissipation of wall/frame elements subjected to in plane shear loading a conceptually new system for masonry infilled RC frame has been proposed an... [more] In order to increase the energy dissipation of wall/frame elements subjected to in plane shear loading a conceptually new system for masonry infilled RC frame has been proposed and proved as effective. The interaction between frame and infilled panel is considered as the major cause of the nonlinear behavior of structure. In this paper, the experimental results are briefly summarized and a micro finite element model is developed to simulate the monotonic response of the masonry infilled structure. A novel type of element called "initial gap element" is presented to simulate the gap between the frame and panel to allow the continual simulation of the response for the full load cycle. All the material parameters are experimentally evaluated. The initial testing included free vibration and cyclic tests on a bare RC frame followed by cyclic test on the RC frame infilled with a dry-stacked concrete brick panel. These results are used to verify the accuracy of the model. It is shown that the model is able to simulate the failure mechanisms exhibited by experiment including the crushing and cracking of the concrete frame and the diagonal compressive stress contribution of the masonry panel. The load-displacement response predicted by the model was also in good agreement with that obtained from the tests. Furthermore, the model was used for ultimate analysis, which discovered four typical stages of structural response of the dry-stack infilled RC frame and found the friction between bricks in the dry-stacked panel contributes significantly (about 50%) to the assembly. © 2014 Politechnika Wroclawska.
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2012 |
Lin K, Liu H-J, Totoev YZ, 'Behavior of mortar-less masonry joint under cyclic shear-compression loading', Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 44 6-10 (2012) [C1]
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2012 |
Lin K, Liu H, Totoev YZ, 'Quasi-static experimental research on dry-stack masonry infill panel frame', Jianzhu Jiegou Xuebao - Journal of Building Structures, 33 119-127 (2012) [C1]
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2012 |
Liu HJ, Peng HY, Luo S, Totoev YZ, 'Parametric study on sag-cable connected to viscous damper with coupling interaction considered', Advanced Science Letters, 12 315-320 (2012) [C1]
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2008 |
Sing Sang PA, Totoev YZ, Page AW, 'Earthquake shear load in load-bearing masonry buildings', Australian Journal of Structural Engineering, 8 171-188 (2008) [C1]
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2005 |
Bosiljkov V, Totoev YZ, Nichols JM, 'Shear modulus and stiffness of brickwork masonry: an experimental perspective', Structural Engineering and Mechanics, 20 21-43 (2005) [C1]
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2004 |
Masia MJ, Totoev YZ, Kleeman PW, 'Modeling expansive soil movements beneath structures', JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 130 572-579 (2004)
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2003 |
Totoev YZ, 'Non-Traditional Substructuring Procedure For Analysis Of Free-Form Shells', International Applied Mechanics, Vol. 39 136-144 (2003) [C1]
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2000 |
Gotsulyak EA, Totoev YZ, Prusov DE, 'The influence of ribs stiffness and shape imperfections on stability of a ribbed folded plate structure', COMPUTERS & STRUCTURES, 74 629-637 (2000) [C1]
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1998 |
Totoev YZ, Kleeman PW, 'An infiltration model to predict suction changes in the soil profile', Water Resources Research, Vol. 34, No. 7 1617-1622 (1998) [C1]
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Show 27 more journal articles |
Conference (24 outputs)
Year | Citation | Altmetrics | Link | ||||||||
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2023 |
Hossain MA, Masia M, Stewart M, 'Numerical Simulation of Unreinforced Hit-and-Miss Masonry Walls Subjected to Out-of-Plane Loading: Vertical Bending', Proceedings of the Fourteenth North American Masonry Conference, Omaha, Nebraska (2023) [E1]
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2023 |
Gooch LJ, Masia MJ, Stewart MG, Hossain MA, 'A Laboratory Investigation into the Variability of Unreinforced Masonry Shear Wall Capacities', Proceedings of the Fourteenth North American Masonry Conference, Omaha, Nebraska (2023) [E1]
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2020 |
Zarrin O, Totoev YZ, 'Evaluating elastic modulus and thrust force of semi-interlocking masonry panel', International Journal of Masonry Research and Innovation (2020) The semi-interlocking masonry (SIM) system has developed in Masonry Research Group at the University of Newcastle, Australia. The SIM panels dissipate energy through the sliding f... [more] The semi-interlocking masonry (SIM) system has developed in Masonry Research Group at the University of Newcastle, Australia. The SIM panels dissipate energy through the sliding friction on bed joints of SIM units during earthquake excitation. To model the SIM panel's behaviour numerically some key parameters need to evaluate experimentally. This study investigates the elastic modulus of SIM prism and thrust force for horizontal and vertical arching during out-of-plane deflection. Three types of bricks were used in tests: topological SIM, mechanical SIM, and without interlocking bricks. In addition, the prisms of topological SIM bricks comprising three and five bricks have been used to find out the mechanical properties of units. This paper presents the results of 18 arching tests: six tests with topological interlocking, six tests with mechanically interlocking units, six tests with ordinary bricks, and 11 prisms of topological SIM bricks for compressive and modulus of elasticity test.
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2020 | Dutta C, Rakib MA, Hossain MA, Rashid MH, Hossain MA, 'Effect of mixing water pH on concrete', Proceedings of the 5 th International Conference on Civil Engineering for Sustainable Development (ICCESD 2020), Khulna, Bangladesh (2020) [E1] | ||||||||||
2020 | Molla MM, Rahman MMA, Hossain MA, Rashid MH, Zia N, Mahmud F, Hossain MA, 'Influence Of Mixing Water Temperature On Compressive Strength Of Cement Grout', 5th International Conference on Civil Engineering for Sustainable Development (ICCESD 2020), Khulna, Bangladesh (2020) [E1] | ||||||||||
2019 |
Hossain MA, Totoev YZ, Masia M, 'Force-Displacement Response of Semi Interlocking Masonry Panel Under Large In-Plane Displacement: An Experimental Study', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
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2018 |
Hossain MA, Totoev YZ, Masia MJ, 'Experimental investigation of semi-interlocking masonry panels under large in-plane cyclic displacement', 10th International Masonry Conference, Milan, Italy (2018) [E1]
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2018 |
Hossain MA, Totoev Y, Masia M, 'Energy dissipation of framed semi interlocking masonry panel under large displacement', Sydney, Australia (2018)
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2018 |
Zarrin O, Totoev Y, Masia M, 'Evaluating Thrust Force Induced In Semi-Interlocking Masonry Panel During Horizontal And Vertical Arching', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
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2018 |
Hemmat M, Totoev YZ, Masia MJ, 'Application of semi-interlocking bricks in confined masonry walls', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
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2018 |
Hossain MA, Totoev YZ, Masia MJ, 'Using Digital Image Correlation (DIC) technique to investigate deformation of semi-interlocking masonry (SIM) panels under in-plane loading', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
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2018 |
Dadras S, Masia MJ, Totoev YZ, 'The influence of structural retrofitting on the ductility of unreinforced masonry walls', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
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2017 |
Forghani R, Totoev Y, Kanjanabootra S, Davison A, 'Experimental Investigation of Water Penetration through Semi-Interlocking Masonry Walls', Journal of Architectural Engineering (2017) This study experimentally investigated water penetration through semi-interlocking masonry (SIM) walls using a standard test methodology. The main objective of this study was to i... [more] This study experimentally investigated water penetration through semi-interlocking masonry (SIM) walls using a standard test methodology. The main objective of this study was to investigate the water-penetration performance of dry-stacked SIM walls and the effects of using gap-fillers on the testing walls. The performance of a traditional unreinforced masonry wall was used as the benchmark against which the results for SIM walls were compared. This paper reports the water-penetration performance results of several types of SIM walls investigated in this study.
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2017 |
Hossain MA, Totoev Y, Masia MJ, Friend M, 'In-plane cyclic behaviour of semi interlocking masonry panel under large drift', Proceedings of 13th Canadian Masonry Symposium, Halifax, Canada (2017) [E1]
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2016 |
Wang Z, Totoev YZ, Lin K, 'Non-linear static analysis of multi-storey steel frame with semi-interlocking masonry infill panels', Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy (2016) [E1]
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2016 |
Hossain MA, Totoev YZ, Masia MJ, 'Friction on mortar-less joints in semi interlocking masonry', BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, Padova, ITALY (2016) [E1]
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2011 |
Lin K, Totoev YZ, Liu H, 'In-plane cyclic test on framed dry-stack masonry panel', Advanced Materials Research, Guangzhou, China (2011) [E1]
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Show 21 more conferences |
Thesis / Dissertation (2 outputs)
Year | Citation | Altmetrics | Link |
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2019 | Hossain MA, Modelling of semi interlocking masonry based on observed behaviour, The University of Newcastle (2019) | ||
2014 | Hossain MA, Estimation of Incident Heat Flux in a Novel Fire Testing Methodology, H-TRIS based on through-thickness Temperature Measurements obtained from Standard Furnace Test, The University of Edinburgh (2014) |
Grants and Funding
Summary
Number of grants | 2 |
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Total funding | $7,500 |
Click on a grant title below to expand the full details for that specific grant.
20201 grants / $5,000
Faculty Strategic Research Grant$5,000
Funding body: Centre for Infrastructure Performance and Reliability (CIPER)
Funding body | Centre for Infrastructure Performance and Reliability (CIPER) |
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Scheme | Faculty Strategic Research Grant |
Role | Lead |
Funding Start | 2020 |
Funding Finish | 2020 |
GNo | |
Type Of Funding | Internal |
Category | INTE |
UON | N |
20191 grants / $2,500
Faculty Strategic Research Grant$2,500
Funding body: Centre for Infrastructure Performance and Reliability (CIPER)
Funding body | Centre for Infrastructure Performance and Reliability (CIPER) |
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Scheme | Faculty Strategic Research Grant |
Role | Lead |
Funding Start | 2019 |
Funding Finish | 2019 |
GNo | |
Type Of Funding | Internal |
Category | INTE |
UON | N |
Dr Md Akhtar Hossain
Positions
Research Associate
Centre for Infrastructure Performance and Reliability (CIPAR) https://www.newcastle.edu.au/research/centre/cipar
School of Engineering
College of Engineering, Science and Environment
Lecturer
Centre for Infrastructure Performance and Reliability (CIPAR) https://www.newcastle.edu.au/research/centre/cipar
School of Engineering
College of Engineering, Science and Environment
Contact Details
akhtar.a.hossain@newcastle.edu.au | |
Phone | (02) 49854115 |
Mobile | 0249854115 |
Link | Research Networks |
Office
Room | EA225 |
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Building | Engineering F Building |
Location | Callaghan NSW 2308 University Drive Callaghan, NSW 2308 Australia |