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

The bending theory of fully nonlinea...

Tarantino, Angelo Marcello.

FindBook

Google Book

Amazon

博客來

The bending theory of fully nonlinear beams

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	The bending theory of fully nonlinear beams/ by Angelo Marcello Tarantino, Luca Lanzoni, Federico Oyedeji Falope.
作者:	Tarantino, Angelo Marcello.
其他作者:	Lanzoni, Luca.
出版者:	Cham :Springer International Publishing : : 2019.,
面頁冊數:	ix, 87 p. :ill. (some col.), digital ;24 cm.
內容註:	Theoretical analysis -- Numerical and experimental analyses -- Generalization to variable bending moment.
Contained By:	Springer eBooks
標題:	Elasticity. -
電子資源:	https://doi.org/10.1007/978-3-030-14676-4
ISBN:	9783030146764

The bending theory of fully nonlinear beams
Tarantino, Angelo Marcello.

The bending theory of fully nonlinear beams[electronic resource] /by Angelo Marcello Tarantino, Luca Lanzoni, Federico Oyedeji Falope. - Cham :Springer International Publishing :2019. - ix, 87 p. :ill. (some col.), digital ;24 cm.

Theoretical analysis -- Numerical and experimental analyses -- Generalization to variable bending moment.

This book presents the bending theory of hyperelastic beams in the context of finite elasticity. The main difficulties in addressing this issue are due to its fully nonlinear framework, which makes no assumptions regarding the size of the deformation and displacement fields. Despite the complexity of its mathematical formulation, the inflexion problem of nonlinear beams is frequently used in practice, and has numerous applications in the industrial, mechanical and civil sectors. Adopting a semi-inverse approach, the book formulates a three-dimensional kinematic model in which the longitudinal bending is accompanied by the transversal deformation of cross-sections. The results provided by the theoretical model are subsequently compared with those of numerical and experimental analyses. The numerical analysis is based on the finite element method (FEM), whereas a test equipment prototype was designed and fabricated for the experimental analysis. The experimental data was acquired using digital image correlation (DIC) instrumentation. These two further analyses serve to confirm the hypotheses underlying the theoretical model. In the book's closing section, the analysis is generalized to the case of variable bending moment. The governing equations then take the form of a coupled system of three equations in integral form, which can be applied to a very wide class of equilibrium problems for nonlinear beams.

ISBN: 9783030146764

Standard No.: 10.1007/978-3-030-14676-4doiSubjects--Topical Terms:

550890
Elasticity.

LC Class. No.: QC191

Dewey Class. No.: 531.382

The bending theory of fully nonlinear beams
LDR:02524nmm a2200325 a 4500 001 2180507
003 DE-He213
005 20190313111025.0
006 m d
007 cr nn 008maaau
008 191122s2019 gw s 0 eng d
020 $a 9783030146764 $q (electronic bk.)
020 $a 9783030146757 $q (paper)
024 7 $a 10.1007/978-3-030-14676-4 $2 doi
035 $a 978-3-030-14676-4
040 $a GP $c GP
041 0 $a eng
050 4 $a QC191
072 7 $a TGMD $2 bicssc
072 7 $a TEC009070 $2 bisacsh
072 7 $a TGMD $2 thema
082 0 4 $a 531.382 $2 23
090 $a QC191 $b .T176 2019
100 1 $a Tarantino, Angelo Marcello. $3 3386636
245 1 4 $a The bending theory of fully nonlinear beams $h [electronic resource] / $c by Angelo Marcello Tarantino, Luca Lanzoni, Federico Oyedeji Falope.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2019.
300 $a ix, 87 p. : $b ill. (some col.), digital ; $c 24 cm.
505 0 $a Theoretical analysis -- Numerical and experimental analyses -- Generalization to variable bending moment.
520 $a This book presents the bending theory of hyperelastic beams in the context of finite elasticity. The main difficulties in addressing this issue are due to its fully nonlinear framework, which makes no assumptions regarding the size of the deformation and displacement fields. Despite the complexity of its mathematical formulation, the inflexion problem of nonlinear beams is frequently used in practice, and has numerous applications in the industrial, mechanical and civil sectors. Adopting a semi-inverse approach, the book formulates a three-dimensional kinematic model in which the longitudinal bending is accompanied by the transversal deformation of cross-sections. The results provided by the theoretical model are subsequently compared with those of numerical and experimental analyses. The numerical analysis is based on the finite element method (FEM), whereas a test equipment prototype was designed and fabricated for the experimental analysis. The experimental data was acquired using digital image correlation (DIC) instrumentation. These two further analyses serve to confirm the hypotheses underlying the theoretical model. In the book's closing section, the analysis is generalized to the case of variable bending moment. The governing equations then take the form of a coupled system of three equations in integral form, which can be applied to a very wide class of equilibrium problems for nonlinear beams.
650 0 $a Elasticity. $3 550890
650 0 $a Particle beams. $3 774353
650 1 4 $a Theoretical and Applied Mechanics. $3 896500
650 2 4 $a Engineering Mathematics. $3 3301900
650 2 4 $a Numerical Analysis. $3 892626
700 1 $a Lanzoni, Luca. $3 3386637
700 1 $a Falope, Federico Oyedeji. $3 3386638
710 2 $a SpringerLink (Online service) $3 836513
773 0 $t Springer eBooks
856 4 0 $u https://doi.org/10.1007/978-3-030-14676-4
950 $a Engineering (Springer-11647)