Experimental analysis on crack resistance of plant nanofiber concrete under dry and cold environment with large temperature difference Online publication date: Thu, 09-Jun-2022
by Lijun Yin
International Journal of Microstructure and Materials Properties (IJMMP), Vol. 16, No. 1, 2022
Abstract: In order to analyse the crack resistance of plant nanofiber concrete in the environment of large temperature difference between dry and cold, plant nanofiber concrete is prepared through experiments, and the compressive strength is analysed as the test index. Prepare straw based nanofibers, analyse their structural properties and internal structure, analyse the change of pore negative pressure value of plant nanofiber concrete, obtain the water evaporation in the pores of materials under dry and cold conditions, and determine the factors affecting the crack resistance of plant nanofiber concrete. Calculate the compressive strength and flexural strength of plant nanofiber concrete, and complete the crack resistance analysis of plant nanofiber concrete. The experimental results show that the compressive strength of concrete increases with the increase of the nano content of plant cellulose in the range of 0 ~ 1.5% of the mass fraction of concrete.
Existing subscribers:
Go to Inderscience Online Journals to access the Full Text of this article.
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Microstructure and Materials Properties (IJMMP):
Login with your Inderscience username and password:
Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.
If you still need assistance, please email subs@inderscience.com