๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Sensitivity Of Bonded And Composite Beams

โœ Scribed by N.-E. Kim; J.H. Griffin


Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
794 KB
Volume
177
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

โœฆ Synopsis


In this paper the sensitivity of the modal damping and natural frequencies of adhesively bonded and composite beams to small pre-deformations is investigated. Originally, a set of experiments was conducted on adhesively bonded beams in order to assess the extent to which damping could be influenced by the joint's location. As a part of the study, the experiments were repeated a number of times, and it was observed that the data exhibited a large amount of scatter. After further investigation, it was found that the scatter in the damping data could be correlated with small, initially undetected pre-deformations of the beams, and that the pre-deformation also caused significant changes in the beams' natural frequencies. In order to study this phenomenon further, a finite element model of the specimen was developed that could be used to calculate its mode shapes, natural frequencies and modal damping. The finite element model exhibited behavior that was consistent with the experiments. The calculations also indicated that if the frequencies were plotted as a function of the amplitude of the pre-deformation, then some pairs of frequencies crossed while others veered away from each other, and that the crossings and veerings could be closely related to mode shape changes and damping variations. In addition, the finite element program was used to simulate the behavior of composite sandwich beams and it was predicted that they would exhibit analogous behavior. Lastly, sets of experiments were conducted on both adhesively bonded and composite beams in which the amplitudes of the pre-deformation, the natural frequencies and the modal damping were measured and compared with predictions from the finite element model. The correlation between the predictions and the experimental data was good and the amount of scatter was reduced to acceptable levels once pre-deformation was taken into account.


๐Ÿ“œ SIMILAR VOLUMES


Reaction Bonded Composite Foams
โœ J. Luyten; J. Cooymans; A. De Wilde ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 109 KB
Behaviour of composite castellated beams
โœ RG Redwood ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 96 KB

## Terminology M "bending moment M "plastic moment of the unperforated steel section n "number of shear connectors between high moment end of hole and nearest point of zero moment T "tensile force in bottom chord of castellated beam V "shearing force V "horizontal shearing force in web-post V "pla

Impact dynamics of composite beams
โœ A.S. Yigit; A.P. Christoforou ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 884 KB
Ultimate strength of continuous composit
โœ S.K. Mallick; S.K. Chattopadhyay ๐Ÿ“‚ Article ๐Ÿ“… 1975 ๐Ÿ› Elsevier Science โš– 686 KB

The suffixes "L" and "S" used for M, 0, ~b, 2 and q/denote the loaded and support sections respectively. Thus 0,,L indicates measured curvature at the loaded section.

Buckling in continuous composite beams
โœ MA Bradford; AR Kemp ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 186 KB

AISC-LRFD American LRFD steel structures standard AS4100 Australian limit states steel structures standard BS5950 British limit states steel structures standard CSA16.1