| アイテムタイプ |
学術雑誌論文 / Journal Article(1) |
| 公開日 |
2025-10-09 |
| タイトル |
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|
タイトル |
Research on Strength Degradation and Crack Development in Defective Concrete |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
crack initiation and propagation |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
PFC3D |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
model scale |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
concrete |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
uniaxial compression |
| 資源タイプ |
|
|
資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
|
資源タイプ |
journal article |
| 著者 |
Lin, Qiwei
Jiang, Yujing
Sugimoto, Satoshi
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
Tunnel linings play a vital role in underground infrastructure, yet their performance can be severely affected by pre-existing cracks. This study investigates the mechanical behavior and failure mechanisms of C30 concrete with artificial cracks under uniaxial compression, simulating various crack conditions observed in tunnel linings. Specimens were designed with varying crack lengths and orientations. Acoustic emission (AE) monitoring was employed to capture the evolution of internal damage and micro-cracking activity during loading. Fractal dimension analysis was performed on post-test crack patterns to quantitatively evaluate the complexity and branching characteristics of crack propagation. The AE results showed clear correlations between amplitude characteristics and macroscopic crack growth, while fractal analysis provided an effective metric for assessing the extent of damage. To complement the experiments, discrete element modeling (DEM) using PFC3D was applied to simulate crack initiation and propagation, with results compared against experimental data for validation. The study demonstrates the effectiveness of DEM in modeling cracked concrete and highlights the critical role of crack orientation and size in strength degradation. These findings provide a theoretical and numerical foundation for assessing tunnel lining defects and support the development of preventive and reinforcement strategies in tunnel engineering. |
|
言語 |
en |
| 書誌情報 |
en : GeoHazards
巻 6,
号 3,
p. art. no. 50,
発行日 2025-09-01
|
| 出版者 |
|
|
出版者 |
MDPI |
|
言語 |
en |
| ISSN |
|
|
収録物識別子タイプ |
EISSN |
|
収録物識別子 |
2624-795X |
| DOI |
|
|
関連タイプ |
isIdenticalTo |
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|
識別子タイプ |
DOI |
|
|
関連識別子 |
https://doi.org/10.3390/geohazards6030050 |
| 権利 |
|
|
権利情報 |
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
|
言語 |
en |
| 著者版フラグ |
|
|
出版タイプ |
VoR |
|
出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| 引用 |
|
|
内容記述タイプ |
Other |
|
内容記述 |
GeoHazards, 6(3), art. no. 50; 2025 |
|
言語 |
en |
G6_50.pdf (8.3 MB)
