Dynamic Response of Buried Pressurized Pipelines When Subjected to Transverse Impact Loading: Experimental Study Article Swipe
Ruobing Wu
,
Kai Zhuang
,
Yuchao Yang
,
Zhijie Wu
,
Feng Liu
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3390/ma18061362
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3390/ma18061362
This study investigated the dynamic behavior of pressurized pipelines under impact loads in various burial environments. A total of 60 tests were conducted using a drop-weight impact testing apparatus, with high-speed cameras and sensors used to collect data throughout the experiments. This approach enabled a thorough investigation of the effects of the soil type, burial depth, and internal pressure on pipeline behavior. The results show that pipeline deformation decreases as burial depth and soil stiffness increase. Under similar conditions, unpressurized pipelines exhibit significantly greater plastic deformation than pressurized pipelines, indicating superior energy absorption. The application of internal pressure leads to a marked increase in the peak impact force compared to scenarios without internal pressure. Fluctuations in internal volume cause pressure variations, affecting the response of the pipeline. Additionally, higher soil stiffness results in increased peak impact force, particularly in loess environments, suggesting that stiffer soils improve pipeline impact resistance. It is important to note that deeper burial does not always lead to reduced impact forces. In stiff soil conditions, greater burial depth may even amplify the impact force. These effects are closely associated with stress concentration under impact loads, changes in soil support capacity, and the influence of internal pressure. The test data and analysis provided in this paper will contribute to optimizing pipeline design and protective strategies, thereby enhancing their safety and reliability.
Related Topics
Concepts
Pipeline transport
Internal pressure
Stiffness
Geotechnical engineering
Impact
Pipeline (software)
Materials science
Environmental science
Deformation (meteorology)
Drop impact
Soil water
Structural engineering
Geology
Engineering
Composite material
Soil science
Mechanical engineering
Wetting
Environmental engineering
Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/ma18061362
- https://www.mdpi.com/1996-1944/18/6/1362/pdf?version=1742395889
- OA Status
- gold
- References
- 17
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4408648748
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4408648748Canonical identifier for this work in OpenAlex
- DOI
-
https://doi.org/10.3390/ma18061362Digital Object Identifier
- Title
-
Dynamic Response of Buried Pressurized Pipelines When Subjected to Transverse Impact Loading: Experimental StudyWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2025Year of publication
- Publication date
-
2025-03-19Full publication date if available
- Authors
-
Ruobing Wu, Kai Zhuang, Yuchao Yang, Zhijie Wu, Feng LiuList of authors in order
- Landing page
-
https://doi.org/10.3390/ma18061362Publisher landing page
- PDF URL
-
https://www.mdpi.com/1996-1944/18/6/1362/pdf?version=1742395889Direct link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
- OA URL
-
https://www.mdpi.com/1996-1944/18/6/1362/pdf?version=1742395889Direct OA link when available
- Concepts
-
Pipeline transport, Internal pressure, Stiffness, Geotechnical engineering, Impact, Pipeline (software), Materials science, Environmental science, Deformation (meteorology), Drop impact, Soil water, Structural engineering, Geology, Engineering, Composite material, Soil science, Mechanical engineering, Wetting, Environmental engineeringTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
- References (count)
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17Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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