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 theatopic 发表于 2025-3-25 09:34:06
http://reply.papertrans.cn/47/4641/464084/464084_22.png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 theconformity 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 theARY 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 theBanquet 发表于 2025-3-26 08:42:50
http://reply.papertrans.cn/47/4641/464084/464084_28.pngconcert 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