Experimental-Computational Investigation of Elastic Modulus of Ultra-High-Rise Pumping Concrete-Reference-Cited by-同舟云学术

Experimental-Computational Investigation of Elastic Modulus of Ultra-High-Rise Pumping Concrete

Published:2020-02-26 Issue:2 Volume:18 Page:39-53
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Li Yue¹,Hao Ji²,Wang Zigeng³,Guan Zhongzheng³,Wang Rui³,Chen Heng³,Jin Caiyun⁴

Affiliation:

1. The Key Laboratory of Urban Security and Disaster Engineering, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China.

2. College of Materials Science and Engineering, Beijing University of Technology, Beijing, 100124, China.

3. The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China.

4. College of Applied Sciences, Beijing University of Technology, 100124, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/2/18_39/_pdf

Reference30 articles.

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2. 2) Budiansky, B., (1965). “On the elastic moduli of some heterogeneous materials.” Journal of the Mechanics and Physics of Solids, 13(4), 223-227.

3. 3) Choi, M., Roussel, N., Kim, Y. and Kim, J., (2013). “Lubrication layer properties during concrete pumping.” Cement and Concrete Research, 45, 69-78.

4. 4) Choi, M. S., Kim, Y. J., Jang, K. P. and Kwon, S. H., (2014). “Effect of the coarse aggregate size on pipe flow of pumped concrete.” Construction and Building Materials, 66, 723-730.

5. 5) Constantinides, G. and Ulm, F. -J., (2004). “The effect of two types of C-S-H on the elasticity of cement-based materials: results from nanoindentation and micromechanical modeling.” Cement and Concrete Research, 34(1), 67-80.

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