Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 12, No. 43 (2018)

Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite

Author and affiliation details
  • ShiYong Jiang Training Department, Logistical Engineering University. Chongqing, 401311
  • Shuai Tao Civil Engineering Department, Logistical Engineering University. Chongqing, 401311
  • Wei Fei Civil Engineering Department, Logistical Engineering University. Chongqing, 401311
  • XueYang Li Civil Engineering Department, Logistical Engineering University. Chongqing, 401311
DOI
10.3221/IGF-ESIS.43.02
Pages
Pages 33-42
Published
Licence
CC BY 4.0
Published inVol. 12, No. 43 (2018)Go to the issue

Abstract

Though the principle of orthogonal experimental design, the uniaxial compression experiment and uniaxial tensile experiment were carried out on nine groups of high toughness cementitious composites with different mixing ratios to study the influence of four factors, namely fly ash content, water-binder ratio, sand-binder ratio and plasticizer content on the compressive strength and ultimate tensile strain of high toughness cementitious composites. The experiment results show that PVA fibers content greatly influenced the flexural behavior and the influence of the four factors on the compressive strength and ultimate tensile strain of high toughness cementitious composite is basically the same, the primary and secondary order is: water-binder ratio, fly ash content, plasticizer content and sand-binder ratio.

Keywords

How to cite

APA

Jiang, S., Tao, S., Fei, W., & Li, X. (2017). Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite. Fracture and Structural Integrity, 12(43), Pages 33–42. https://doi.org/10.3221/IGF-ESIS.43.02

IEEE

S. Jiang, S. Tao, W. Fei, and X. Li, “Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite,” Fracture and Structural Integrity, vol. 12, no. 43, pp. Pages 33–42, 2017, doi: 10.3221/IGF-ESIS.43.02.

MLA

Jiang, ShiYong, et al. “Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite.” Fracture and Structural Integrity, vol. 12, no. 43, 2017, pp. Pages 33–42. https://doi.org/10.3221/IGF-ESIS.43.02.

Chicago

Jiang, ShiYong, Shuai Tao, Wei Fei, and XueYang Li. 2017. “Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite.” Fracture and Structural Integrity 12 (43): Pages 33–42. https://doi.org/10.3221/IGF-ESIS.43.02.

Harvard

Jiang, S., Tao, S., Fei, W. and Li, X. (2017) ‘Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite’, Fracture and Structural Integrity, 12(43), pp. Pages 33–42. doi: 10.3221/IGF-ESIS.43.02.

Vancouver

Jiang S, Tao S, Fei W, Li X. Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite. Fracture and Structural Integrity. 2017;12(43):Pages 33-42. doi:10.3221/IGF-ESIS.43.02

BibTeX

@article{jiang2017, author = {Jiang, ShiYong and Tao, Shuai and Fei, Wei and Li, XueYang}, title = {Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite}, journal = {Fracture and Structural Integrity}, year = {2017}, volume = {12}, number = {43}, pages = {Pages 33--42}, doi = {10.3221/IGF-ESIS.43.02}, url = {https://doi.org/10.3221/IGF-ESIS.43.02}, issn = {1971-8993} }

RIS

TY - JOUR AU - Jiang, ShiYong AU - Tao, Shuai AU - Fei, Wei AU - Li, XueYang TI - Experimental study on uniaxial tensile and compressive behavior of high toughness cementitious composite JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2017 DA - 2017/12/28 VL - 12 IS - 43 SP - Pages 33 EP - 42 DO - 10.3221/IGF-ESIS.43.02 UR - https://doi.org/10.3221/IGF-ESIS.43.02 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.