Titlebook: One-Dimensional Finite Elements; An Introduction to t Andreas ?chsner,Markus Merkel Textbook 20131st edition Springer-Verlag Berlin Heidelb

Hayes

書目名稱One-Dimensional Finite Elements影響因子(影響力)




書目名稱One-Dimensional Finite Elements影響因子(影響力)學(xué)科排名




書目名稱One-Dimensional Finite Elements網(wǎng)絡(luò)公開度




書目名稱One-Dimensional Finite Elements網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱One-Dimensional Finite Elements被引頻次




書目名稱One-Dimensional Finite Elements被引頻次學(xué)科排名




書目名稱One-Dimensional Finite Elements年度引用




書目名稱One-Dimensional Finite Elements年度引用學(xué)科排名




書目名稱One-Dimensional Finite Elements讀者反饋




書目名稱One-Dimensional Finite Elements讀者反饋學(xué)科排名

moribund

磨坊

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

BORE

樹木中

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

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

insecticide

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