Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure

In order to study the fragmentation energy dissipation characteristics of cemented sand specimens under confining pressure and impact loads, the energy consumption of cemented sand specimens was analyzed through an impact compression and split test performed at different loading rates with different...

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Main Authors: Ying Xu, Jinjin Ge, Wei Huang
Format: Article
Language:English
Published: Hindawi Limited 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/5893957
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spelling doaj-759ac261eb114dc9a64edc607d77936d2020-11-25T01:49:06ZengHindawi LimitedShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/58939575893957Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining PressureYing Xu0Jinjin Ge1Wei Huang2School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, Anhui, ChinaSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, Anhui, ChinaDepartment of Architectural Engineering, Huainan Union University, Huainan 232001, Anhui, ChinaIn order to study the fragmentation energy dissipation characteristics of cemented sand specimens under confining pressure and impact loads, the energy consumption of cemented sand specimens was analyzed through an impact compression and split test performed at different loading rates with different impact pressures by using a variable cross section SHPB (split Hopkinson pressure bar) with an active confining pressure loading apparatus. The results show that (1) the absorbed energy and incident energy were in a linear relationship and the proportion between them was relatively constant under confining pressure, and the absorbed energy had a quadratic relationship with the incident energy under zero confining pressure. (2) The fracture energy ratio increased with the increase in incident energy, the damage energy ratio decreased with the increase in incident energy, and the damage energy ratio were always higher than the fracture energy ratio under confining pressure. (3) The energy absorbed by the cemented sand specimens decreased sharply with the increase of confining pressure under the same incident wave energy conditions, and the reflected wave energy and transmitted wave energy increased. (4) When the incident wave energy was constant, the ratio of the energy causing surface fractures to the energy absorbed by the cemented sand specimens decreased sharply with the increase of confining pressure, while the energy causing crack growth and damage increased sharply. These conclusions may guide similar models of blasting tests in the future.http://dx.doi.org/10.1155/2019/5893957
collection DOAJ
language English
format Article
sources DOAJ
author Ying Xu
Jinjin Ge
Wei Huang
spellingShingle Ying Xu
Jinjin Ge
Wei Huang
Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure
Shock and Vibration
author_facet Ying Xu
Jinjin Ge
Wei Huang
author_sort Ying Xu
title Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure
title_short Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure
title_full Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure
title_fullStr Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure
title_full_unstemmed Energy Analysis on Dynamic Fragmentation Degree of Cemented Sand Specimens under Confining Pressure
title_sort energy analysis on dynamic fragmentation degree of cemented sand specimens under confining pressure
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2019-01-01
description In order to study the fragmentation energy dissipation characteristics of cemented sand specimens under confining pressure and impact loads, the energy consumption of cemented sand specimens was analyzed through an impact compression and split test performed at different loading rates with different impact pressures by using a variable cross section SHPB (split Hopkinson pressure bar) with an active confining pressure loading apparatus. The results show that (1) the absorbed energy and incident energy were in a linear relationship and the proportion between them was relatively constant under confining pressure, and the absorbed energy had a quadratic relationship with the incident energy under zero confining pressure. (2) The fracture energy ratio increased with the increase in incident energy, the damage energy ratio decreased with the increase in incident energy, and the damage energy ratio were always higher than the fracture energy ratio under confining pressure. (3) The energy absorbed by the cemented sand specimens decreased sharply with the increase of confining pressure under the same incident wave energy conditions, and the reflected wave energy and transmitted wave energy increased. (4) When the incident wave energy was constant, the ratio of the energy causing surface fractures to the energy absorbed by the cemented sand specimens decreased sharply with the increase of confining pressure, while the energy causing crack growth and damage increased sharply. These conclusions may guide similar models of blasting tests in the future.
url http://dx.doi.org/10.1155/2019/5893957
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