The effect of loading contact angle on the tensile behavior of rock disks Article Swipe
Mostafa Asadizadeh
,
Saeed Khosravi
,
Nasrin Abbasssalimi
,
Nima Babanouri
,
Mohammad Rezaei
,
Aref Alipour
,
Veljko Lapčević
,
A. Hedayat
,
Taghi Sherizadeh
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.70425/rml.202503.23
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.70425/rml.202503.23
Tensile strength is one of the most important characteristics of rock masses that could govern the stability of rock structures. Due to difficulties in its direct measurements, indirect methods such as the Brazilian test have been developed to assess the tensile strength of laboratory-scale rock material. This study considers the effect of loading contact angle on the indirect tensile strength of rock-like disks by adopting experimental and discrete element methods. Several experimental specimens made of synthetic materials were examined under diametrical loading, and consequently, a numerical model using PFC3D was calibrated accordingly. Then, the impacts of the loading contact angle (θ) on the tensile strength, failure pattern, and contact force chain were investigated in detail. The results indicated that as θ increases from 0°, suggested by ASTM, to 90°, the tensile state is dominated at the specimen center, whereas for angles greater than 90°, the dominant stress state changed to compression. Also, while σxx (tensile stress) at the center of the disk did not change for θ below 40°, the σyy (compressive stress) and σzz (out-of-plan normal stress) increased after θ =30°. The analysis of developed cracks suggested that when θ is lower than 30°, the percentage of tensile and shear cracks were constant (80% and 20%, respectively). As the loading contact angle increased, tensile cracks decreased, whereas the other increased. By analyzing the failed specimens, three categories of crack patterns and two categories of contact force chains were identified.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.70425/rml.202503.23
- https://www.journal-rml.com/2/3/23/pdf
- OA Status
- hybrid
- References
- 48
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4413487172
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4413487172Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.70425/rml.202503.23Digital Object Identifier
- Title
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The effect of loading contact angle on the tensile behavior of rock disksWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2025Year of publication
- Publication date
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2025-08-25Full publication date if available
- Authors
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Mostafa Asadizadeh, Saeed Khosravi, Nasrin Abbasssalimi, Nima Babanouri, Mohammad Rezaei, Aref Alipour, Veljko Lapčević, A. Hedayat, Taghi SherizadehList of authors in order
- Landing page
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https://doi.org/10.70425/rml.202503.23Publisher landing page
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https://www.journal-rml.com/2/3/23/pdfDirect link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
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hybridOpen access status per OpenAlex
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https://www.journal-rml.com/2/3/23/pdfDirect OA link when available
- Concepts
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Ultimate tensile strength, Materials science, Composite material, Contact angle, Geotechnical engineering, GeologyTop concepts (fields/topics) attached by OpenAlex
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0Total citation count in OpenAlex
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48Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| referenced_works | https://openalex.org/W2052037519, https://openalex.org/W2008513080, https://openalex.org/W1993537780, https://openalex.org/W2057868208, https://openalex.org/W2087495160, https://openalex.org/W2016786076, https://openalex.org/W2088646664, https://openalex.org/W2058621925, https://openalex.org/W2032157363, https://openalex.org/W2043438963, https://openalex.org/W2530111580, https://openalex.org/W2780338508, https://openalex.org/W3016526368, https://openalex.org/W3216487899, https://openalex.org/W2031439224, https://openalex.org/W1995850204, https://openalex.org/W2016713213, https://openalex.org/W3160950323, https://openalex.org/W3039950979, https://openalex.org/W1992059168, https://openalex.org/W2060412667, https://openalex.org/W2138148421, https://openalex.org/W2021337969, https://openalex.org/W2171108389, https://openalex.org/W1985419369, https://openalex.org/W2178819486, https://openalex.org/W2884239357, https://openalex.org/W3007619039, https://openalex.org/W2122303391, https://openalex.org/W1981660459, https://openalex.org/W2074833156, https://openalex.org/W2958366759, https://openalex.org/W3014294027, https://openalex.org/W4321783988, https://openalex.org/W4376277920, https://openalex.org/W2783797196, https://openalex.org/W2609536029, https://openalex.org/W2945479473, https://openalex.org/W2889773272, https://openalex.org/W3132015854, https://openalex.org/W2953924450, https://openalex.org/W2587584180, https://openalex.org/W2766159414, https://openalex.org/W4297005950, https://openalex.org/W4313455451, https://openalex.org/W2156524938, https://openalex.org/W1980744507, https://openalex.org/W2085617601 |
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