International Journal of Solids and Structures 50 (2013) 1879–1896 1880 J.J. Buck et al./International Journal of Solids and Structures 50 (2013) 1879–1896.
2 X. S. Shi, J. Zhao and J. Yin et al. / International Journal of Solids and Structures 163 (2019) 1–14 2. Structure of gap-graded soils 2.1. Structure evolution with increasing volume fraction of rock aggregates For a small volume fraction of rock inclusions, the coarse ag-
M. Liu, J. Wu and Y. Gan et al. / International Journal of Solids and Structures 162 (2019) 36–44 37 micro-scale pores) driven by the pressure gradient between the two pore scales, resulting in the evolution of effective properties (Berryman and Wang, 1995; Rohan et al., 2012; Song et al., 2016). INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES AUTHOR INFORMATION PACK TABLE OF CONTENTS. XXX. • Description • Audience • Impact Factor • Abstracting and Indexing • Editorial Board • Guide for Authors p.1 p.1 p.2 p.2 p.2 p.4 ISSN: 0020-7683 DESCRIPTION.
51. 4419-4426. Fallqvist, B., Kroon, M. (2013). A chemo-mechanical constitutive model for International journal of solids and structures 40 (2), 401-445, 2003. 427, 2003.
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(a) 2Normalized total potential energy [R U total /(Dh 2 )] versus radiusnormalized col- lapse radius ( α) when the device radius is less than the collapse radius ( κ < α) 386 B. Mukherjee et al. / International Journal of Solids and Structures 110–111 (2017) 385–403 Fig. 1. Schematic sketches of (a) a probe-tack configuration, and (b) a flexible plate peeled from a thin elastomeric layer bonded to a fixed rigid base (Colored figures in the P.G. Luccarelli et al. / International Journal of Solids and Structures 115–116 (2017) 270–278 271 Nomenclature C Elastic stiffness tensor D 0, T 0, μ0 Empirical parameters for temperature depen- dent shear modulus E, ν Young’s modulus and Poisson’s ratio F, F e , F p Deformation gradient and its elastic and plastic components 170 Y. Lou et al.
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International Journal of Solids and Structures Cohesive zone modelling and the fracture process of structural tape. Ulf Stigh, Anders Biel Professor, KTH Royal Institute of Technolgy - Sitert av 1 868 - Solid Mechanics. International Journal of Solids and Structures 40 (21), 5599-5620, 2003. Strength and toughness in shear of constrained layers [Elektronisk resurs]; 2018; Ingår i: International Journal of Solids and Structures.
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Haque, J. Shim / International Journal of Solids and Structures 96 (2016) 380–392 381 material and geometric nonlinearities affect phononic band-gaps ( Babaee et al., 2015b; Bayat and Gordaninejad, 2014; Mousanezhad International Journal of Solids and Structures is Subscription-based (non-OA) Journal.
X. Wang et al. / International Journal of Solids and Structures 117 (2017) 137–142 139 Fig. 2. (a) 2Normalized total potential energy [R U total /(Dh 2 )] versus radiusnormalized col- lapse radius ( α) when the device radius is less than the collapse radius ( κ < α)
386 B. Mukherjee et al.
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S. Wang, S.A. Chester / International Journal of Solids and Structures 136–137 (2018) 125–136 127 Fig. 2. Typical Viton specimen cut from a larger sheet using an ASTM D638-V die.
Persson, J. & Isaksson, P. (2013). A particle-based method for mechanical analyses A statistical geometry approach to length scales in phase field modelling of fracture and strength of porous microstructures. Ingår i International Journal of Solids International Journal of Solids and Structures. 51. 4419-4426. Fallqvist, B., Kroon, M. (2013).
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I.A. Malik, F. Barthelat / International Journal of Solids and Structures 138 (2018) 118–133 119 Fig. 1.
(a) Half-unit cell for the suture with symmetry and boundary conditions applied. (b) Free body diagram of the half-unit cell; (c) free body diagram of the lower tab only, exposing the normal and frictional forces transmitted at the contact I.A. Malik, F. Barthelat / International Journal of Solids and Structures 97–98 (2016) 389–399 391 Fig. 3. (a) A 3D laser engraving set-up (b) a trench engraved ahead of a crack, in the shape of jigsaw line. International Journal of Solids and Structures | Acceptance Rate.