Buckling strength improvements for Fibre Metal Laminates using thin-
ply tailoring
/Radoslaw J. Mania
a, ⇑
, Christopher Bronn York
b,

Buckling strength improvements for Fibre Metal Laminates using thin- ply tailoring /Radoslaw J. Mania a, ⇑ , Christopher Bronn York b,

Lưu vào:

Hiển thị chi tiết
Tác giả chính:	Mania,Radoslaw J.
Định dạng:	text
Ngôn ngữ:	vie
Chủ đề:	Bending-Twisting coupling Compression buckling Non-dimensional stiffness parameters
Truy cập trực tuyến:	https://thuvien.huce.edu.vn/Opac/DmdInfo.aspx?dmd_id=16932
Từ khóa:	Thêm từ khóa bạn đọc Không có từ khóa, Hãy là người đầu tiên gắn từ khóa cho biểu ghi này!

Tài liệu tương tự

A variable-kinematic model for variable stiffness plates: Vibration and buckling analysis /Riccardo Vescovini ⇑ , Lorenzo Dozio
Thông tin tác giả:: Vescovini,Riccardo

Stiffness tailoring of elliptical composite cylinders for axial buckling performance /Mohammad Rouhi a, ⇑ , Hossein Ghayoor a , Suong V. Hoa a , Mehdi Hojjati a , Paul M. Weaver b
Thông tin tác giả:: Rouhi,Mohammad

Investigations on the mechanical behavior of suspend-dome with semirigid joints /Zhihua Chen a,b, ⁎ , Hao Xu b , Zhongwei Zhao b , Xiangyu Yan c , Bingzhen Zhao
Thông tin tác giả:: Chen,Zhihua

Static and dynamic analysis of bending–torsion coupling of a CFRP sandwich beam /Loïc Bernard a , Guilhem Michon a , Rached El Fatmi b , Bruno Castanié a, ⇑
Thông tin tác giả:: Bernard,Loïc

Comparison of failure criteria application for FML column buckling strength analysis /D. Banat, R.J. Mania ⇑
Thông tin tác giả:: Banat,D.

Hybrid versus FR laminate channel section columns – Buckling and postbuckling behaviour /Tomasz Kubiak ⇑ , Radoslaw J. Mania
Thông tin tác giả:: Kubiak,Tomasz

Bloch wave buckling analysis of axially loaded periodic cylindrical shells
Thông tin tác giả:: Ning,Xin

Theoretical study on local buckling of rectangular CFT columns under eccentric compression /Yue-Ling Long a , Jun Wan a , Jian Cai
Thông tin tác giả:: Long,Yue-Ling

Buckling behavior of double-skin composite walls: An experimental and modeling study /Yue Yang, Jingbo Liu, Jiansheng Fan ⁎
Thông tin tác giả:: Yang,Yue ,

Local buckling behavior of welded stub columns with normal and high strength steels /Gang Shi ⁎ , Kelong Xu, Huiyong Ban, Cuocuo Lin
Thông tin tác giả:: Shi,Gang

Size-dependent behaviour of functionally graded microbeams using various shear deformation theories based on the modiﬁed couple stress theory /Luan C. Trinh a,b , Hoang X. Nguyen a , Thuc P. Vo a,c, ⇑ , Trung-Kien Nguyen b
Thông tin tác giả:: Trinh,Luan C.

Computational modeling of carbon/carbon composites under thermal shock conditions /Alma L. Leanos, Pavana Prabhakar ⇑
Thông tin tác giả:: Leanos,Alma L.

Optimisation of ply drop order in variable stiffness laminates /François-Xavier Irisarri a, ⇑ , Daniël M.J. Peeters b , Mostafa M. Abdalla b
Thông tin tác giả:: Irisarri,François-Xavier

Oliver twist / Charles Dickens
Thông tin tác giả:: Dickens, Charles

Transmission and load analysis for a crowned helical gear pair with twist-free tooth ﬂanks generated by an external gear honing machine
Thông tin tác giả:: Wu,Yu-Ren

Formulation of the dynamic stiffness of a cross-ply laminated circular cylindrical shell subjected to distributed loads /J.B. Casimir a, ⇑ , M.A. Khadimallah
Thông tin tác giả:: Casimir,J.B.

Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation Tian-Ji Li a,c , Guo-Qiang Li a,b, ⁎ , Siu-Lai Chan c , Yan-Bo Wang a
Thông tin tác giả:: Li,Tian-Ji

Seismic evaluation of all-steel buckling restrained braces using ﬁnite element analysis /Sh. Hosseinzadeh, B. Mohebi ⁎
Thông tin tác giả:: Hosseinzadeh,Sh.

Tailored setting times with high compressive strengths in bassanite calcium sulfoaluminate eco-cements
Thông tin tác giả:: Mat,M. García-, và những người khác

Critical Realism in "Vanity Fair" by William Makepeace Thackeray and "Oliver Twist" by Charles Dickens / Nguyễn Thị Mai Phương, Nguyễn Ngọc Kiên, M.A
Thông tin tác giả:: Nguyễn, Thị Mai Phương

A study of the relation between characters'name in "Oliver twist" and their personalities from a semantics perpective / Nguyễn Thị Việt Hà; Assoc.Prof.Dr Le Van Thanh
Thông tin tác giả:: Nguyễn, Thị Việt Hà

3D energy-based ﬁnite element elasticity approach for shear postbuckling analysis of functionally graded plates on elastic foundations /M. Shariyat a, ⇑ , K. Asemi b
Thông tin tác giả:: Shariyat,M.

Oliver Twist ; A tale of two cities ; Great expectations ; A Christmas carol /Charles Dickens.
Thông tin tác giả:: Dickens, Charles,1812-1870.

Buckling of Nonlocal Columns with Allowance for Selfweight
Thông tin tác giả:: Wang,C. M.

Inﬂuence of ring-stiffeners on buckling behavior of pipelines under hydrostatic pressure /R. Shahandeh ⁎ , H. Showkati
Thông tin tác giả:: Shahandeh,R.

Seismic Retrofit of a Three-Span RC Bridge with Buckling-Restrained Braces
Thông tin tác giả:: Wang,Yuandong

Buckling Analysis of Nonlocal Anisotropic Thin-Walled Cylindrical Shells Subject to Combined Loading
Thông tin tác giả:: Ghavanloo,Esmaeal

Bend stiffener nonlinear viscoelastic time domain formulation
Thông tin tác giả:: Caire,Marcelo

Three-dimensional analytical solutions for the axisymmetric bending of functionally graded annular plates
Thông tin tác giả:: Wang,Yun

Nonlinear Flexural Analysis of Shallow Carbon/Epoxy Laminated Composite Curved Panels: Experimental and Numerical Investigation
Thông tin tác giả:: Sahoo,Sushree S.

EVALUATION OF EQUIVALENT LINEARIZATION ANALYSIS METHODS FOR SEISMICALLY ISOLATED BUILDING USING LEAD-RUBBER BEARING
Thông tin tác giả:: Nguyen Van Tu
Thông tin xuất bản: (2023)

Buckling analysis of laminated plate structures with elastic edges using a novel semi-analytical ﬁnite strip method /Qingyuan Chen a , Pizhong Qiao
Thông tin tác giả:: Chen,Qingyuan

Buckling and post-buckling analyses of piezoelectric hybrid microplates subject to thermo–electro-mechanical loads based on the modiﬁed couple stress theory /Jia Lou a , Liwen He a, ⇑ , Jianke Du a , Huaping Wu b
Thông tin tác giả:: Lou,Jia

Buckling Control Using Shape-Memory Alloy Cables
Thông tin tác giả:: Santos,Filipe Amarante dos

Fluid-structure interaction in straight pipelines: Friction coupling mechanisms
Thông tin tác giả:: Ferràs,David

The effect of span-to-depth ratio on the impact bending strength of poplar LVL
Thông tin tác giả:: Bal,Bekir Cihad

Experimental optimization of ﬂexural behaviour through inter-ply ﬁbre hybridization in FRP composite
Thông tin tác giả:: Prusty,Rajesh Kumar

Component-based model of buckling panels of steel beams at elevated temperatures /Guan Quan ⁎ , Shan-Shan Huang, Ian Burgess
Thông tin tác giả:: Quan,Guan

Torsional-Flexural Buckling of Unevenly Battened Columns under Eccentrical Compressive Loading
Thông tin tác giả:: Ren,Y. Z.

Nonsway Model for Lateral Torsional Buckling of Wooden Beams under Wind Uplift
Thông tin tác giả:: Du,Yang