4.5 Article

Study on the nanoscale mechanical properties of graphene oxide-enhanced shear resisting cement

期刊

REVIEWS ON ADVANCED MATERIALS SCIENCE
卷 61, 期 1, 页码 552-562

出版社

DE GRUYTER POLAND SP Z O O
DOI: 10.1515/rams-2022-0052

关键词

graphene oxide-enhanced cement; shear resisting; nanoscale Young's modulus

资金

  1. National Natural Science Foundation of China [51908515]

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This study investigates the shear reinforcing effect of graphene oxide (GO) on cement and measures the nanoscale Young's modulus (E) of GO-enhanced cement to clarify the enhancing mechanism. The results show that the addition of GO can significantly improve the shear strength of cement due to its enhancing effects on cohesion, nanoscale Young's modulus of hydration products, and hydration degree, resulting in a denser microstructure and higher hydration level.
Graphene oxide (GO) has been widely used to enhance the tensile/compressive strength of cement-based materials, whereas its shear reinforcing effect is still unknown. To verify the feasibility of GO as a shear reinforcement material, the shear reinforcing effect of GO on cement was experimentally investigated. The nanoscale Young's modulus (E) of the GO-enhanced cement was measured with the peak force quantitative nanomechanical mapping method to clarify the enhancing mechanism. Results show that the addition of 0.02 and 0.04 wt% GO in cement could improve the shear strength by about 12 and 40%, respectively, which is mainly due to the enhanced cohesion, and at the nanoscale, the average E of the low-density hydration product increased by 1.6 and 13.2%, whereas that of high-density hydration product remains almost unchanged. There exist fewer nanoholes/cracks and unhydrated cement grains but more the high-density hydration product in GO-enhanced cement, implying a denser microstructure and higher hydration degree. GO can enhance the shear strength of cement because of its enhancing effects on the microstructure, nanoscale Young's modulus of hydration products, as well as the hydration degree.

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