Discussion of “Optimum Structural Design Using Linear Programming”

1965 ◽  
Vol 91 (3) ◽  
pp. 292-296
Author(s):  
Huang Chao
Keyword(s):  
Linear Programming ◽  
Structural Design ◽  
Optimum Structural Design

Discussion of “Optimum Structural Design Using Linear Programming”

1965 ◽  
Vol 91 (4) ◽  
pp. 214-217
Author(s):  
Janusz Kowalik ◽  
C. Allin Cornell ◽  
Kenneth F. Reinschmidt
Keyword(s):  
Linear Programming ◽  
Structural Design ◽  
Optimum Structural Design

Optimum Structural Design by Dynamic Programming

1976 ◽  
Vol 102 (8) ◽  
pp. 1575-1589
Author(s):  
P. Packia Raj ◽  
S. Olani Durrant
Keyword(s):  
Dynamic Programming ◽  
Structural Design ◽  
Optimum Structural Design

Optimum Structural Design of High-Speed Surface Effect Ships Built of Composite Materials

2003 ◽  
Vol 40 (01) ◽  
pp. 42-48
Author(s):  
Chang Doo Jang ◽  
Ho Kyung Kim ◽  
Ha Cheol Song
Keyword(s):  
Composite Materials ◽  
Computer Program ◽  
Structural Design ◽  
High Speed ◽  
Surface Effect ◽  
Minimum Weight ◽  
Original Design ◽  
Optimum Structural Design ◽  
Surface Effect Ship ◽  
Speed Performance

A surface effect ship is known to be comparable to a high-speed ship. For the structural design of surface effect ships, advanced design methods are needed which can reflect the various loading conditions different from those of conventional ships. Also, minimum weight design is essential because hull weight significantly affects the lift, thrust powering and high-speed performance. This paper presents the procedure of optimum structural design and a computer program to minimize the hull weight of surface effect ships built of composite materials. By using the developed computer program, the optimum structural designs for three types of surface effect ships—built of sandwich plate only, stiffened single skin plate only, and both plates—are carried out and the efficiency of each type is investigated in terms of weight. The computer program, developed herein, successfully reduced the hull weight of surface effect ships by 15–30% compared with the original design. Numerical results of optimum structural designs are presented and discussed.

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