STRUCTURAL DESIGN ANALYSIS OF THE LONGITUDINAL FLEXIBILITY OF CORONARY STENT SYSTEMS: NUMERICAL AND EXPERIMENTAL RESULTS

2003 ◽  
Vol 48 (s1) ◽  
pp. 388-389
Author(s):  
N. Grabow ◽  
D. Lootz ◽  
H. Martin ◽  
P. Behrens ◽  
K.-P. Schmitz
2015 ◽  
Vol 16 (1) ◽  
pp. 51-68
Author(s):  
Kazimierz Flaga ◽  
Kazimierz Furtak

Abstract The aim of the article [1] was to discuss the application of steel-concrete composite structures in bridge engineering in the aspect of structural design, analysis and execution. It was pointed out that the concept of steel-concrete structural composition is far from exhausted and new solutions interesting from the engineering, scientific and aesthetic points of view of are constantly emerging. These latest trends are presented against the background of the solutions executed in Poland and abroad. Particular attention is focused on structures of double composition and steel-concrete structures. Concrete filled steel tubular (CFST) structures are highlighted.


Author(s):  
Donald V. Rosato ◽  
David P. Di Mattia ◽  
Dominick V. Rosato

2012 ◽  
Vol 184-185 ◽  
pp. 609-613
Author(s):  
Kai Wu ◽  
Yu Sun ◽  
Bin Bin Peng

First the extruding force model of isotropic powder material passing through the die hole in pelleting process was founded, then the pressure distribution model in the extruding areas was built. Based on the two models, the torque model in pelleting process of rotated roll forming was developed. The experiments were carried out on the special designed pellet mill and the wireless torque testing system was used to analysis the torque datum. It is shown the computing datum is very close to the experimental results. The researches are helpful to the optimal structural design, energy consume reduction and proper use of the pellet mill in practice.


1981 ◽  
Vol 25 (1) ◽  
pp. 488-491 ◽  
Author(s):  
Don A. Zabcik

A study was conducted to investigate the dimensional design of the personal hygiene center: the bathtub. The study determined an optimum level of four basic bathtub parameters, consisting of the bathtub basin length, the rim width, the rim height, and the backrest angle. The objective of this study was to evaluate the effects of these four physical parameters on safe bathtub usage for the general public. Sixty-four volunteer subjects participated in the study. Each subject was presented four bathtub configurations in random order. Anthropometric dimensions and subjective questionnaires were compiled and evaluated for all subjects. Known anthropometry requirements and functional abilities were combined with the experimental results to arrive at a proposed bathtub design. Analysis revealed preferred dimension for the four parameters, as a function of age, weight, and height. Bimodal preferences supported a proposed bathtub design that would accommodate various methods of bathtub ingress and egress. Finally, incorporating various human factors principles, design parameters were recommended for designing future bathtub structures.


2011 ◽  
Vol 71-78 ◽  
pp. 4005-4008
Author(s):  
Bi Qing Shi ◽  
Zhuang Ning Xie ◽  
Zhen Hua Ni

A study of approach aerodynamic shape optimization of a high-rise building, Shenzhen Kingkey financial tower, was performed in a boundary layer wind tunnel at Shantou University. Building shape has significant effects on the wind load forcing on the structure. The peak overturning moments about x-axis and the peak accelerations at the top of building are presented in this paper. Compared with the experimental results, one case is considered as the optimal case for structural design.


Author(s):  
Ivan K. De Scheerder ◽  
Kai Wang ◽  
Pitsanu Kerdsinchai ◽  
Eric Verbeken ◽  
Walter Desmet ◽  
...  

2015 ◽  
Vol 83 (3-4) ◽  
pp. 485-502 ◽  
Author(s):  
Guifang Qiao ◽  
Guangming Song ◽  
Ying Zhang ◽  
Jun Zhang ◽  
Zhiwen Li

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