Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 9, No. 34 (2015)

A comparative study on dynamic mechanical performance of concrete and rock

Author and affiliation details
  • Xia Zhengbing Corresponding author zhengbxia@163.com
  • Zhang Kefeng
  • Deng Yanfeng
  • Ge Fuwen
DOI
10.3221/IGF-ESIS.34.63
Published

Abstract

Recently, engineering blasting is widely applied in projects such as rock mineral mining, construction of underground cavities and field-leveling excavation. Dynamic mechanical performance of rocks has been gradually attached importance both in China and abroad. Concrete and rock are two kinds of the most frequently used engineering materials and also frequently used as experimental objects currently. To compare dynamic mechanical performance of these two materials, this study performed dynamic compression test with five different strain rates on concrete and rock using Split Hopkinson Pressure Bar (SHPB) to obtain basic dynamic mechanical parameters of them and then summarized the relationship of dynamic compressive strength, peak strain and strain rate of two materials. Moreover, specific energy absorption is introduced to confirm dynamic damage mechanisms of concrete and rock materials. This work can not only help to improve working efficiency to the largest extent but also ensure the smooth development of engineering, providing rich theoretical guidance for development of related engineering in the future.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Zhengbing, X., Kefeng, Z., Yanfeng, D., & Fuwen, G. (2015). A comparative study on dynamic mechanical performance of concrete and rock. Fracture and Structural Integrity, 9(34). https://doi.org/10.3221/IGF-ESIS.34.63

IEEE

X. Zhengbing, Z. Kefeng, D. Yanfeng, and G. Fuwen, “A comparative study on dynamic mechanical performance of concrete and rock,” Fracture and Structural Integrity, vol. 9, no. 34, 2015, doi: 10.3221/IGF-ESIS.34.63.

MLA

Zhengbing, Xia, et al. “A comparative study on dynamic mechanical performance of concrete and rock.” Fracture and Structural Integrity, vol. 9, no. 34, 2015. https://doi.org/10.3221/IGF-ESIS.34.63.

Chicago

Zhengbing, Xia, Zhang Kefeng, Deng Yanfeng, and Ge Fuwen. 2015. “A comparative study on dynamic mechanical performance of concrete and rock.” Fracture and Structural Integrity 9 (34). https://doi.org/10.3221/IGF-ESIS.34.63.

Harvard

Zhengbing, X., Kefeng, Z., Yanfeng, D. and Fuwen, G. (2015) ‘A comparative study on dynamic mechanical performance of concrete and rock’, Fracture and Structural Integrity, 9(34). doi: 10.3221/IGF-ESIS.34.63.

Vancouver

Zhengbing X, Kefeng Z, Yanfeng D, Fuwen G. A comparative study on dynamic mechanical performance of concrete and rock. Fracture and Structural Integrity. 2015;9(34). doi:10.3221/IGF-ESIS.34.63

BibTeX

@article{zhengbing2015, author = {Zhengbing, Xia and Kefeng, Zhang and Yanfeng, Deng and Fuwen, Ge}, title = {A comparative study on dynamic mechanical performance of concrete and rock}, journal = {Fracture and Structural Integrity}, year = {2015}, volume = {9}, number = {34}, doi = {10.3221/IGF-ESIS.34.63}, url = {https://doi.org/10.3221/IGF-ESIS.34.63}, issn = {1971-8993} }

RIS

TY - JOUR AU - Zhengbing, Xia AU - Kefeng, Zhang AU - Yanfeng, Deng AU - Fuwen, Ge TI - A comparative study on dynamic mechanical performance of concrete and rock JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2015 DA - 2015/09/29 VL - 9 IS - 34 DO - 10.3221/IGF-ESIS.34.63 UR - https://doi.org/10.3221/IGF-ESIS.34.63 SN - 1971-8993 ER -

Licence

Copyright © 2015 Fracture and Structural Integrity.

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.

Similar articles