Improved Elasto-plasticity Damage Constitutive Models for Concrete
Abstract:In order to improve the limitation and lacuna of the traditional damage constitutive models for concrete,by using Hsieh-Ting-Chen four-parameter yield function,which could reflect the different strength characteristics of concrete in tension and compression,a new elasto-plasticity damage co...
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| 主要な著者: | , , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Editorial Department of Journal of Sichuan University (Engineering Science Edition)
2011-01-01
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| シリーズ: | 工程科学与技术 |
| 主題: | |
| オンライン･アクセス: | http://jsuese.scu.edu.cn/thesisDetails?columnId=53877624&Fpath=home&index=0 |
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