Hayes
发表于 2025-3-21 18:11:21
书目名称One-Dimensional Finite Elements影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0701464<br><br> <br><br>书目名称One-Dimensional Finite Elements读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0701464<br><br> <br><br>
moribund
发表于 2025-3-21 21:20:57
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磨坊
发表于 2025-3-22 03:02:08
Plasticity,mi-implicit backward-Euler algorithm. On crucial points the difference between one- and three-dimensional descriptions will be pointed out, to guarantee a simple transfer of the derived methods to general problems. Calculated examples and supplementary problems with short solutions serve as an introduction for the theoretical description.
抗原
发表于 2025-3-22 06:23:28
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BORE
发表于 2025-3-22 12:38:01
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树木中
发表于 2025-3-22 14:00:44
Torsion Bar,hich are used in the handling of the FE method. The explanations are limited to torsion bars with circular cross-section. The stiffness matrix will be derived according to the procedure for the tension bar [.–.].
食料
发表于 2025-3-22 17:28:38
General 1D Element,o relates to the arbitrary orientation within space. Transformation rules from local to global coordinates are provided. As an example, structures in the plane as well as in three-dimensional space will be discussed. Furthermore there will be a short introduction in the subject of numerical integration.
Ergots
发表于 2025-3-22 23:13:17
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insecticide
发表于 2025-3-23 03:49:54
Stability (Buckling),eds the critical value, bars and beams begin to buckle. The situation becomes ambiguous, beyond the initial situation several equilibrium positions can exist. From the technical application the smallest load is critical for which buckling in either bars or beams appears.
frivolous
发表于 2025-3-23 06:26:57
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