Sina Sinaie
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Sina Sinaie has a total of 15 co-authors. Here are the top co-authors by number of shared publications:
- Amin Heidarpour
Department of Civil Engineering, Monash University, Melbourne, Victoria, Australia
6 shared publications X.L. Zhao
6 shared publications- Tuan Ngo
Department of Infrastructure Engineering, The University of Melbourne, Melbourne, VIC 3010, Australia
3 shared publications - Vinh Phu Nguyen
Monash University
3 shared publications - Alireza Kashani
Research Fellow, Department of Infrastructure Engineering, The University of Melbourne, Victoria, Australia: )
2 shared publications - Ailar Hajimohammadi
University of New South Wales
1 shared publication
Latest Publications
- 1 February 2020
- Published by Emerald Publishing in Magazine of Concrete Research
- Vol. 72 (4) , 163-172
The effects of surfactants on properties of lightweight concrete foam
Lightweight concrete foam is mainly used as a filling for sandwich panels for insulation of buildings. Surfactants are chemical admixtures that play an important role in stabilising the air pores in fresh concrete foam before stiffening. This study investigates the effects of surfactants on the microstructure and pore characteristics of concrete foam analysed by X-ray microtomography. The formation of larger pores due to poor stability of bubbles in the concrete foam is directly related to a substantial reduction of compressive strength. Anionic (negatively charged) surfactants produce a stable aqueous foam. However, in the presence of cement particles, the majority of anionic surfactants adsorb on positively charged sites of cement particles. As the result of considerable migration of surfactants from the air–liquid interface of bubbles, the concrete foam is destabilised. Therefore, a surfactant that can generate a stable foam (with water only) may not be able to generate a stable concrete foam. A combination of an anionic and a non-ionic (neutral) surfactant reduced the maximum pore diameter from 1·84 mm to 1·49 mm and increased strength by 25% compared to the concrete foam stabilised by anionic surfactants alone.
- 1 February 2020
- Published by Emerald Publishing in Magazine of Concrete Research
- Vol. 72 (4) , 163-172
The effects of surfactants on properties of lightweight concrete foam
Lightweight concrete foam is mainly used as a filling for sandwich panels for insulation of buildings. Surfactants are chemical admixtures that play an important role in stabilising the air pores in fresh concrete foam before stiffening. This study investigates the effects of surfactants on the microstructure and pore characteristics of concrete foam analysed by X-ray microtomography. The formation of larger pores due to poor stability of bubbles in the concrete foam is directly related to a substantial reduction of compressive strength. Anionic (negatively charged) surfactants produce a stable aqueous foam. However, in the presence of cement particles, the majority of anionic surfactants adsorb on positively charged sites of cement particles. As the result of considerable migration of surfactants from the air–liquid interface of bubbles, the concrete foam is destabilised. Therefore, a surfactant that can generate a stable foam (with water only) may not be able to generate a stable concrete foam. A combination of an anionic and a non-ionic (neutral) surfactant reduced the maximum pore diameter from 1·84 mm to 1·49 mm and increased strength by 25% compared to the concrete foam stabilised by anionic surfactants alone.
- 1 December 2019
- Published by Elsevier in International Journal of Impact Engineering
- Vol. 134
Simulation of cellular structures under large deformations using the material point method
- 1 December 2019
- Published by Elsevier in International Journal of Impact Engineering
- Vol. 134
Simulation of cellular structures under large deformations using the material point method
- 1 September 2018
- Published by Elsevier in Thin-Walled Structures
- Vol. 130, 32-46
Validation of the material point method for the simulation of thin-walled tubes under lateral compression
- 1 September 2018
- Published by Elsevier in Thin-Walled Structures
- Vol. 130, 32-46
Validation of the material point method for the simulation of thin-walled tubes under lateral compression
- 1 February 2018
- Published by Elsevier in Computers & Structures
- Vol. 196, 173-185
A discrete element model of concrete for cyclic loading
- 1 February 2018
- Published by Elsevier in Computers & Structures
- Vol. 196, 173-185
A discrete element model of concrete for cyclic loading
- 1 March 2017
- Published by Elsevier in Advances in Engineering Software
- Vol. 105, 17-29
Programming the material point method in Julia
- 1 March 2017
- Published by Elsevier in Advances in Engineering Software
- Vol. 105, 17-29
Programming the material point method in Julia
- 1 March 2017
- Published by Elsevier in International Journal of Solids and Structures
- Vol. 108, 244-253
Application of the discrete element method for the simulation of size effects in concrete samples
- 1 March 2017
- Published by Elsevier in International Journal of Solids and Structures
- Vol. 108, 244-253
Application of the discrete element method for the simulation of size effects in concrete samples
- 1 June 2016
- Published by Elsevier in International Journal of Solids and Structures
- Vol. 88-89, 165-177
A micro-mechanical parametric study on the strength degradation of concrete due to temperature exposure using the discrete element method
- 1 June 2016
- Published by Elsevier in International Journal of Solids and Structures
- Vol. 88-89, 165-177
A micro-mechanical parametric study on the strength degradation of concrete due to temperature exposure using the discrete element method
- 1 June 2016
- Published by Elsevier in Construction and Building Materials
- Vol. 112, 867-876
Effect of pre-induced cyclic damage on the mechanical properties of concrete exposed to elevated temperatures
- 1 June 2016
- Published by Elsevier in Construction and Building Materials
- Vol. 112, 867-876
Effect of pre-induced cyclic damage on the mechanical properties of concrete exposed to elevated temperatures
- 1 June 2015
- Published by Elsevier in Construction and Building Materials
- Vol. 84, 399-408
Effect of size on the response of cylindrical concrete samples under cyclic loading
- 1 June 2015
- Published by Elsevier in Construction and Building Materials
- Vol. 84, 399-408
Effect of size on the response of cylindrical concrete samples under cyclic loading
- 1 October 2014
- Published by Elsevier in Engineering Structures
- Vol. 77, 84-94
Stress–strain–temperature relation for cyclically-damaged structural mild steel
- 1 October 2014
- Published by Elsevier in Engineering Structures
- Vol. 77, 84-94
Stress–strain–temperature relation for cyclically-damaged structural mild steel