東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Structural mechanics of anti-sandwic...

ABmus, Marcus.

FindBook

Google Book

Amazon

博客來

Structural mechanics of anti-sandwiches = an introduction /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Structural mechanics of anti-sandwiches/ by Marcus ABmus.
其他題名:	an introduction /
作者:	ABmus, Marcus.
出版者:	Cham :Springer International Publishing : : 2019.,
面頁冊數:	ix, 127 p. :ill., digital ;24 cm.
內容註:	Introduction -- Theory of Planar Surface Continua -- Multilayered Surface Continua -- Variational Formulation -- Finite Element Implementation -- Convergence and Verifictaion -- Application -- Summary and Outlook.
Contained By:	Springer eBooks
標題:	Structural analysis (Engineering) -
電子資源:	https://doi.org/10.1007/978-3-030-04354-4
ISBN:	9783030043544

Structural mechanics of anti-sandwiches = an introduction /
ABmus, Marcus.

Structural mechanics of anti-sandwichesan introduction /[electronic resource] :by Marcus ABmus. - Cham :Springer International Publishing :2019. - ix, 127 p. :ill., digital ;24 cm. - SpringerBriefs in continuum mechanics,2625-1329. - SpringerBriefs in continuum mechanics..

Introduction -- Theory of Planar Surface Continua -- Multilayered Surface Continua -- Variational Formulation -- Finite Element Implementation -- Convergence and Verifictaion -- Application -- Summary and Outlook.

This book provides an extensive introduction to the mechanics of anti-sandwiches: non-classical composites with multiple homogeneous layers but widely differing parameters concerning their geometry and materials. Therefore, they require special attention in the context of structural mechanics. The theoretical framework presented here is based on a five parametric, planar continuum, which is a pragmatic version of the COSSERAT shell. The direct approach used here is enlarged where constraints are introduced to couple layers and furnish a layer-wise theory. Restrictions are made in terms of linearity - geometrical and physical. After having defined appropriate variables for the kinematics and kinetics, linear elastic material behaviour is considered, where the constitutive tensors are introduced in the context of isotropy. The basics are presented in a clear and distinct manner using index-free tensor notation. This format is simple, concise, and practical. Closed-form solutions of such boundary value problems are usually associated with serious limitations on the boundary conditions, which constitutes a serious disadvantage. To construct approximate solutions, a variational method is employed as the basis for computational procedures where the Finite Element Method is applied. Therefore, the introduction of the vector-matrix notation is convenient. Based on the plane considerations, a finite eight-node SERENDIPITY element with enlarged degrees of freedom is realised. To avoid artificial stiffening effects, various integration types are applied, and the solutions generated are subsequently verified with closed-form solutions for monolithic limiting cases. Within this setting, it is possible to efficiently calculate the global structural behaviour of Anti-Sandwiches, at least up to a certain degree. The power of the proposed method in combination with the numerical solution approach is demonstrated for several case and parameter studies. In this regard, the optimal geometrical and material parameters to increase stiffness are analysed and the results for the kinematic and kinetic quantities are discussed.

ISBN: 9783030043544

Standard No.: 10.1007/978-3-030-04354-4doiSubjects--Topical Terms:

624680
Structural analysis (Engineering)

LC Class. No.: TA646 / .A876 2019

Dewey Class. No.: 624.171

Structural mechanics of anti-sandwiches = an introduction /
LDR:03375nmm a2200337 a 4500 001 2178673
003 DE-He213
005 20190702161513.0
006 m d
007 cr nn 008maaau
008 191122s2019 gw s 0 eng d
020 $a 9783030043544 $q (electronic bk.)
020 $a 9783030043537 $q (paper)
024 7 $a 10.1007/978-3-030-04354-4 $2 doi
035 $a 978-3-030-04354-4
040 $a GP $c GP
041 0 $a eng
050 4 $a TA646 $b .A876 2019
072 7 $a TGMD $2 bicssc
072 7 $a SCI096000 $2 bisacsh
072 7 $a TGMD $2 thema
082 0 4 $a 624.171 $2 23
090 $a TA646 $b .A152 2019
100 1 $a ABmus, Marcus. $3 3383090
245 1 0 $a Structural mechanics of anti-sandwiches $h [electronic resource] : $b an introduction / $c by Marcus ABmus.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2019.
300 $a ix, 127 p. : $b ill., digital ; $c 24 cm.
490 1 $a SpringerBriefs in continuum mechanics, $x 2625-1329
505 0 $a Introduction -- Theory of Planar Surface Continua -- Multilayered Surface Continua -- Variational Formulation -- Finite Element Implementation -- Convergence and Verifictaion -- Application -- Summary and Outlook.
520 $a This book provides an extensive introduction to the mechanics of anti-sandwiches: non-classical composites with multiple homogeneous layers but widely differing parameters concerning their geometry and materials. Therefore, they require special attention in the context of structural mechanics. The theoretical framework presented here is based on a five parametric, planar continuum, which is a pragmatic version of the COSSERAT shell. The direct approach used here is enlarged where constraints are introduced to couple layers and furnish a layer-wise theory. Restrictions are made in terms of linearity - geometrical and physical. After having defined appropriate variables for the kinematics and kinetics, linear elastic material behaviour is considered, where the constitutive tensors are introduced in the context of isotropy. The basics are presented in a clear and distinct manner using index-free tensor notation. This format is simple, concise, and practical. Closed-form solutions of such boundary value problems are usually associated with serious limitations on the boundary conditions, which constitutes a serious disadvantage. To construct approximate solutions, a variational method is employed as the basis for computational procedures where the Finite Element Method is applied. Therefore, the introduction of the vector-matrix notation is convenient. Based on the plane considerations, a finite eight-node SERENDIPITY element with enlarged degrees of freedom is realised. To avoid artificial stiffening effects, various integration types are applied, and the solutions generated are subsequently verified with closed-form solutions for monolithic limiting cases. Within this setting, it is possible to efficiently calculate the global structural behaviour of Anti-Sandwiches, at least up to a certain degree. The power of the proposed method in combination with the numerical solution approach is demonstrated for several case and parameter studies. In this regard, the optimal geometrical and material parameters to increase stiffness are analysed and the results for the kinematic and kinetic quantities are discussed.
650 0 $a Structural analysis (Engineering) $3 624680
650 0 $a Sandwich construction. $3 794661
650 1 4 $a Solid Mechanics. $3 3381524
650 2 4 $a Classical Mechanics. $3 3216970
710 2 $a SpringerLink (Online service) $3 836513
773 0 $t Springer eBooks
830 0 $a SpringerBriefs in continuum mechanics. $3 3383091
856 4 0 $u https://doi.org/10.1007/978-3-030-04354-4
950 $a Engineering (Springer-11647)