Dynamic loads analysis of photovoltaic arrays for the space station

1997 ◽  
Vol 63 (1) ◽  
pp. 69-77 ◽  
Author(s):  
H.M. Kim ◽  
D.A. VanHorn ◽  
T.S. West
1988 ◽  
Vol 125 ◽  
Author(s):  
Sharon K. Rutledge ◽  
Phillip E. Paulsen ◽  
Joyce A. Brady ◽  
Michael L. Ciancone

ABSTRACTFiberglass-epoxy composites have been considered for use as structural members for the mast of the Space Station solar array panel. The low Earth orbital environment in which Space Station is to operate is composed mainly of atomic oxygen, which has been shown to cause erosion of many organic materials and some metals. Ground based testing in a plasma asher was performed in order to determine the extent of degradation of fiberglass-epoxy composites when exposed to a simulated atomic oxygen environment. During exposure, the epoxy at the surface of the composite was oxidized, exposing individual glass fibers which could easily be removed. Several methods of protecting the composite were evaluated in an atomic oxygen environment and with thermal cycling and flexing: The protection techniques evaluated to date include an aluminum braid covering, an indium-tin eutectic and a silicone based paint. The open aluminum braid offered little protection while the CV-1144 coating offered some initial protection against atomic oxygen. The In-Sn eutectic coating provided initial protection against atomic oxygen, but appears to develop cracks which accelerate degradation by atomic oxygen when flexed. Coatings such as the In-Sn eutectic may provide adequate protection by containing the glass fibers even though mass loss still occurs.


2017 ◽  
Vol 69 ◽  
pp. 114-122 ◽  
Author(s):  
Jae Hyuk Lim ◽  
Do-Soon Hwang ◽  
Kyoung-Won Kim ◽  
Geun Ho Lee ◽  
Jin-Gyun Kim
Keyword(s):  

Author(s):  
Мaria S. Barabash ◽  
Anatol V. Pikul

Abstract: The paper deals with numerical research as to how material damping influences the load-bearingstructures in dynamic loads. Certain technique is suggested for modelling behaviour of structure in time historyanalysis with account of material damping. A set of motion equations is solved according to Newmark method asmatrix. Physical meaning of material damping is described. The authors suggest the technique for account ofdifferent materials in parts of structure. The following example is provided: analysis of structure together withsoil and with account of earthquake loads. Analysis results are compared (with and without account of materialdamping). Significant influence of damping on the stress-strain state of the structure is confirmed.


Sign in / Sign up

Export Citation Format

Share Document