Plain concrete linearized stiffness diminution modeling subjected to different stresses-srain relationship models.
Linearized stiffness diminution, which is correlated with material damage characteristic, is the major parameters due to modeling of granular material behavior such as plain concrete subjected to cyclic loading. Many damage equations in tension and compression states are proposed in the literatures,...
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| 主要な著者: | , , , , |
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| フォーマット: | 論文 |
| 言語: | English English |
| 出版事項: |
2011
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| オンライン･アクセス: | http://psasir.upm.edu.my/id/eprint/23355/1/Plain%20concrete%20linearized%20stiffness%20diminution%20modeling%20subjected%20to%20different%20stresses.pdf http://psasir.upm.edu.my/id/eprint/23355/ |
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