From Bulk to Structural Failure: Fracture of Hyperelastic Materials (Record no. 77961)

000 -LEADER
fixed length control field 03958nam a22005295i 4500
001 - CONTROL NUMBER
control field 978-3-658-31605-1
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220801215859.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 201201s2021 gw | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783658316051
-- 978-3-658-31605-1
082 04 - CLASSIFICATION NUMBER
Call Number 691
100 1# - AUTHOR NAME
Author Rosendahl, Philipp Laurens.
245 10 - TITLE STATEMENT
Title From Bulk to Structural Failure: Fracture of Hyperelastic Materials
250 ## - EDITION STATEMENT
Edition statement 1st ed. 2021.
300 ## - PHYSICAL DESCRIPTION
Number of Pages XVII, 204 p. 81 illus., 20 illus. in color.
490 1# - SERIES STATEMENT
Series statement Mechanik, Werkstoffe und Konstruktion im Bauwesen,
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Introduction -- Theoretical background -- Samples and finite element models -- Experimental material characterization -- Bulk material failure -- Nucleation of finite cracks in hyperelastic materials.-Hyperelastic weak interface model -- Conclusions and perspectives.
520 ## - SUMMARY, ETC.
Summary, etc This thesis investigates the fracture of nearly incompressible hyperelastic media. It covers the different characteristics of bulk material failure under dilatational or distortional loads and develops a unified description of the corresponding failure surface. It proposes a coupled strain and energy failure criterion for the assessment of notch-induced crack nucleation and presents a weak-interface-model that allows for efficient stress, strain and failure analyses of hyperelastic adhesive lap joints. Theoretical concepts for the measurement of fracture properties of nonlinear elastic materials are provided. The methodology is developed using two exemplary hyperelastic silicones, DOWSIL 993 Structural Glazing Sealant and DOWSIL Transparent Structural Silicone Adhesive, and is validated using large sets of experiments of different loading conditions. Philipp Rosendahl studied mechanical engineering at the Technical University of Darmstadt, the University of Illinois at Urbana-Champaign and the Royal Institute of Technology in Stockholm. His doctoral thesis on the fracture mechanics of thin layers opened applications to problems of structural engineering such as adhesive bonding in the fields of mechanical and civil engineering and to geophysical problems such as skier-triggered snow slab avalanche release. The author is currently working as the Junior Research Group Head for Structural Mechanics and Additive Manufacturing of the Institute of Structural Mechanics and Design at the Technical University of Darmstadt and co-founded the startup company 2phi, which aims at improving skier safety in the backcountry by transferring scientific advances into practice.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://doi.org/10.1007/978-3-658-31605-1
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
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-- Wiesbaden :
-- Springer Fachmedien Wiesbaden :
-- Imprint: Springer Vieweg,
-- 2021.
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-- rdamedia
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-- online resource
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-- text file
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650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building materials.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Buildings—Design and construction.
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-- Construction industry—Management.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building Materials.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building Construction and Design.
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-- Construction Management.
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-- 2512-3246 ;
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-- ZDB-2-ENG
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