词根词缀法 发表于 2025-3-25 03:41:03

William James Adamse mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

atopic 发表于 2025-3-25 09:34:06

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深陷 发表于 2025-3-25 12:12:34

Jan Bohline mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

conformity 发表于 2025-3-25 18:45:56

Christian Grabase mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

ARY 发表于 2025-3-25 23:08:07

Joseba De la Torre,Mario García-Zúñigae mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

宴会 发表于 2025-3-26 01:23:49

e mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

狂热语言 发表于 2025-3-26 04:46:10

Daniel Speich Chassée mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

Banquet 发表于 2025-3-26 08:42:50

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concert 发表于 2025-3-26 16:35:07

Martin Rempee mentioned..Part I attempts to make the theory of large strains more accessible to the engineer who has no background in tensor calculus. This is done mainly through extending the idea of natural stresses and strains to the case of large strains. The simplicity of this approach is greatest with the

陶器 发表于 2025-3-26 18:25:20

m for improvement, much dead wood remains to be removed and procedures have not yet reached the degree of standarization which will eventually be possible. On the other hand the treatment of non-linear problems by the finite element method, and indeed by any method on the scale required by engineers
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