Results 251 to 260 of about 3,728,409 (351)

Multi-Instably Mechanical Systems for Computing-Storing Functions. [PDF]

Adv Sci (Weinh)
Wang J, Zhang C, Zhang Q, Jiao P.
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Bio-inspired multimodal soft actuator with environmental self-adaptation. [PDF]

Nat Commun
Chen C, Liu Z, Shi P, Zhao Y, Duan S, Du Y, Yan Y, Si M, Iwasaki T, He X.   +9 more
europepmc   +1 more source

Multi-Objective Optimization of the Crashworthiness of Aluminum Circular Tubes with Graded Thicknesses. [PDF]

Materials (Basel)
Ren J, Liu S, Dong X, Zhao C.
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A Review of Modified/Consistent Couple Stress and Strain Gradient Theories for Analyzing Static and Dynamic Behaviors of Functionally Graded Microscale Plates and Shells. [PDF]

Materials (Basel)
Wu CP, Chang TY.
europepmc   +1 more source

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High‐mode buckling responses of buckling‐restrained brace core plates

Earthquake Engineering & Structural Dynamics, 2013
SUMMARYCyclic loading tests and finite element analyses on six novel all‐steel buckling‐restrained braces (BRBs) are conducted using different loading patterns to investigate the core plate high‐mode buckling phenomenon. The proposed BRB is composed of a core member and a pair of identical restraining members, which restrains the core member by using ...
An‐Chien Wu, Pao‐Chun Lin, Keh‐Chyuan Tsai   +2 more
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Buckling analysis of stepped plates using modified buckling mode shapes

Thin-Walled Structures, 2008
A new approximate procedure for buckling analysis of simply supported rectangular stepped or perforated plates subjected to uniform edge stresses is formulated. The procedure uses energy method based on modified buckling mode shapes. The change of thickness within a plate is characterized by introducing a stepping index.
A.R. Rahai, M.M. Alinia, S. Kazemi
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Buckling analysis of delaminated laminates with consideration of contact in buckling mode

International Journal for Numerical Methods in Engineering, 1999
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
N. Hu
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Dynamic buckling mode of an elastic bar

Applied Mathematics and Mechanics, 1990
The conception of buckling relative initial imperfection is presented in this paper. According to Boulli-Euler beam equation, the dynamic buckling mode of an elastic bar under the homogeneous boundary conditions can be derived by applying the preferred mode analytical method.
Li Qing-ming
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