The influence of graphene oxide nanosheets on concrete properties on micro level
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České vysoké učení technické v Praze
Czech Technical University in Prague
Czech Technical University in Prague
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The thesis investigates the effects of graphene oxide (GO) as an additive in cementitious materials. This research aims to assess the benefits of employing graphene oxide as a reinforcement material on a nanoscale and primarily investigates how graphene oxide affects the microstructure of concrete. Although concrete is a fantastic material in compression, it is brittle and has low tensile and flexural strengths. Therefore, in the concrete research community, novel materials, particularly nanomaterials, capable of strengthening concrete and improving its properties on a nanoscale are of great interest. Graphene oxide nanosheets have demonstrated excellent qualities and promising outcomes in enhancing concrete's mechanical properties and microstructure. The first part of the thesis focuses on the literature review and previous discoveries in graphite-based materials. Then, studies about integrating graphene oxide into concrete materials and numerous previous test results are covered. The final section of this thesis focuses on experimental work. The impact of GO nanosheets on the microstructure of concrete samples containing GO at 0% and 0.03% by weight of cement and cured for 21 days will be thoroughly examined using a nanoindentation test and SEM analysis. In addition, the experiment will investigate the mechanical parameters such as tensile strength and compressive strength of concrete samples cured for 28 days.
The thesis investigates the effects of graphene oxide (GO) as an additive in cementitious materials. This research aims to assess the benefits of employing graphene oxide as a reinforcement material on a nanoscale and primarily investigates how graphene oxide affects the microstructure of concrete. Although concrete is a fantastic material in compression, it is brittle and has low tensile and flexural strengths. Therefore, in the concrete research community, novel materials, particularly nanomaterials, capable of strengthening concrete and improving its properties on a nanoscale are of great interest. Graphene oxide nanosheets have demonstrated excellent qualities and promising outcomes in enhancing concrete's mechanical properties and microstructure. The first part of the thesis focuses on the literature review and previous discoveries in graphite-based materials. Then, studies about integrating graphene oxide into concrete materials and numerous previous test results are covered. The final section of this thesis focuses on experimental work. The impact of GO nanosheets on the microstructure of concrete samples containing GO at 0% and 0.03% by weight of cement and cured for 21 days will be thoroughly examined using a nanoindentation test and SEM analysis. In addition, the experiment will investigate the mechanical parameters such as tensile strength and compressive strength of concrete samples cured for 28 days.
The thesis investigates the effects of graphene oxide (GO) as an additive in cementitious materials. This research aims to assess the benefits of employing graphene oxide as a reinforcement material on a nanoscale and primarily investigates how graphene oxide affects the microstructure of concrete. Although concrete is a fantastic material in compression, it is brittle and has low tensile and flexural strengths. Therefore, in the concrete research community, novel materials, particularly nanomaterials, capable of strengthening concrete and improving its properties on a nanoscale are of great interest. Graphene oxide nanosheets have demonstrated excellent qualities and promising outcomes in enhancing concrete's mechanical properties and microstructure. The first part of the thesis focuses on the literature review and previous discoveries in graphite-based materials. Then, studies about integrating graphene oxide into concrete materials and numerous previous test results are covered. The final section of this thesis focuses on experimental work. The impact of GO nanosheets on the microstructure of concrete samples containing GO at 0% and 0.03% by weight of cement and cured for 21 days will be thoroughly examined using a nanoindentation test and SEM analysis. In addition, the experiment will investigate the mechanical parameters such as tensile strength and compressive strength of concrete samples cured for 28 days.
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A university thesis is a work protected by the Copyright Act of the Czech Republic. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one`s own expense. The use of thesis should be in compliance with the Copyright Act.
Vysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem v platném znění.
Vysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem v platném znění.