Early-age properties and shrinkage induced stress of ultra-high-performance concrete under variable temperature and uniaxial restrained condition

Author:

Liu Ci,Shen Dejian,Yang Xiao,Shao Haoze,Tang Hongwei,Cai Lili

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Science and Technology Planning Project of Guangdong Province

Anhui Provincial Department of Housing and Urban-Rural Development

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference99 articles.

1. Tensile response of low clinker UHPFRC subjected to fully restrained shrinkage;Hafiz;Cem. Concr. Res.,2019

2. Influence of low curing temperatures on the tensile response of low clinker strain hardening UHPFRC under full restraint;Hafiz;Cem. Concr. Res.,2020

3. Standard Practice for Fabricating and Testing Specimens of Ultra-High Performance Concrete;ASTM C1856/C1856M-2017,2017

4. GB/T 31387-2015, Reactive powder concrete, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China and Standardization Administration of the People’s Republic China, China, 2015 (in Chinese).

5. Enhancing cracking resistance of ultra-high-performance concrete slabs using steel fibres;Yoo;Mag. Concr. Res.,2015

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