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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Composite Structures - v. 67, n. 4 (März 2005)

Erschienen:	März 2005

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Aktaş, Alaattin	Bearing strength of carbon epoxy laminates under static and dynamic loading	485-489
Lin, Jin-Yuan / Huang, Jong-Shin	Creep of hexagonal honeycombs with Plateau borders	477-484
Wang, X. / Zhang, Y. C. / Dai, H. L.	Critical strain for a locally elliptical delamination near the surface of a cylindrical laminated shell under hydrothermal effects	491-499
Karami, G. / Garnich, M.	Effective moduli and failure considerations for composites with periodic fiber waviness	461-475
Parvin, Azadeh / Jamwal, Aditya S.	Effects of wrap thickness and ply configuration on composite-confined concrete cylinders	437-442
Kim, Hyeong-Yeol / Hwang, Yoon-Koog / Park, Ki-Tae / Lee, Young-Ho / Kim, Sun-Myung	Fiber reinforced plastic deck profile for I-girder bridges	411-416
Kanny, K. / Mahfuz, H.	Flexural fatigue characteristics of sandwich structures at different loading frequencies	403-410
Shu, Xiaoping	Free vibration of laminated piezoelectric composite plates based on an accurate theory	375-382
Kolakowski, Z. / Kubiak, T.	Load-carrying capacity of thin-walled composite structures	417-426
Barbero, E. J. / Abdelal, G. F. / Caceres, A.	A micromechanics approach for damage modeling of polymer matrix composites	427-436
Barbier, Christophe / Larsson, Per-Lennart / Östlund, Sören	Numerical investigation of folding of coated papers	383-394
Barbier, Christophe / Larsson, Per-Lennart / Östlund, Sören	On dynamic effects at folding of coated papers	395-402
Kim, Cheol-Ung / Kang, Ji-Ho / Hong, Chang-Sun / Kim, Chun-Gon	Optimal design of filament wound structures under internal pressure based on the semi-geodesic path algorithm	443-452
Girish, J. / Ramachandra, L. S.	Thermomechanical postbuckling analysis of symmetric and antisymmetric composite plates with imperfections	453-460

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Datenseite
IssueID
38256
Veröffentlicht am:
25.10.2020
Geändert am:
25.10.2020

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