Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/112711
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Mainland Development Office | - |
| dc.creator | Chen, Y | - |
| dc.creator | Lai, Y | - |
| dc.creator | Liu, E | - |
| dc.date.accessioned | 2025-04-28T07:53:39Z | - |
| dc.date.available | 2025-04-28T07:53:39Z | - |
| dc.identifier.issn | 1674-7755 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/112711 | - |
| dc.language.iso | en | en_US |
| dc.publisher | 科学出版社 (Kexue Chubanshe,Science Press) | en_US |
| dc.rights | © 2025 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | en_US |
| dc.rights | The following publication Chen, Y., Lai, Y., & Liu, E. (2025). Hop-to-Hug algorithm: Novel strategy to stable cutting-plane algorithm based on convexification of yield functions. Journal of Rock Mechanics and Geotechnical Engineering, 17(4), 2041-2058 is available at https://doi.org/10.1016/j.jrmge.2024.07.009. | en_US |
| dc.subject | Constitutive model integration | en_US |
| dc.subject | Cutting-plane algorithm | en_US |
| dc.subject | Elastoplastic model | en_US |
| dc.subject | Finite element method (FEM) | en_US |
| dc.subject | Geotechnical analysis | en_US |
| dc.title | Hop-to-Hug algorithm : novel strategy to stable cutting-plane algorithm based on convexification of yield functions | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | 2041 | - |
| dc.identifier.epage | 2058 | - |
| dc.identifier.volume | 17 | - |
| dc.identifier.issue | 4 | - |
| dc.identifier.doi | 10.1016/j.jrmge.2024.07.009 | - |
| dcterms.abstract | Numerical challenges, incorporating non-uniqueness, non-convexity, undefined gradients, and high curvature, of the positive level sets of yield function F>0 are encountered in stress integration when utilizing the return-mapping algorithm family. These phenomena are illustrated by an assessment of four typical yield functions: modified spatially mobilized plane criterion, Lade criterion, Bigoni-Piccolroaz criterion, and micromechanics-based upscaled Drucker-Prager criterion. One remedy to these issues, named the “Hop-to-Hug” (H2H) algorithm, is proposed via a convexification enhancement upon the classical cutting-plane algorithm (CPA). The improved robustness of the H2H algorithm is demonstrated through a series of integration tests in one single material point. Furthermore, a constitutive model is implemented with the H2H algorithm into the Abaqus/Standard finite-element platform. Element-level and structure-level analyses are carried out to validate the effectiveness of the H2H algorithm in convergence. All validation analyses manifest that the proposed H2H algorithm can offer enhanced stability over the classical CPA method while maintaining the ease of implementation, in which evaluations of the second-order derivatives of yield function and plastic potential function are circumvented. | - |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Journal of rock mechanics and geotechnical engineering, Apr. 2025, v. 17, no. 4, p. 2041-2058 | - |
| dcterms.isPartOf | Journal of rock mechanics and geotechnical engineering | - |
| dcterms.issued | 2025-04 | - |
| dc.identifier.scopus | 2-s2.0-85215973360 | - |
| dc.identifier.eissn | 2589-0417 | - |
| dc.description.validate | 202504 bcch | - |
| dc.description.oa | Version of Record | en_US |
| dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | National Natural Science Foundation of China (Grant Nos.12372376 and U22A20596) | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.oaCategory | CC | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 1-s2.0-S1674775524003226-main.pdf | 3.22 MB | Adobe PDF | View/Open |
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