Near-field wave-function spectroscopy of excitons and biexcitons

2005 ◽  
Vol 71 (3) ◽  
Author(s):  
Erich Runge ◽  
Christoph Lienau
Keyword(s):  
2013 ◽  
Author(s):  
Kenneth E Rhinefrank ◽  
Merrick C Haller ◽  
H Tuba Ozkan-Haller

1993 ◽  
Vol 37 (01) ◽  
pp. 16-24
Author(s):  
J. Longo ◽  
F. Stern ◽  
Y. Toda

Part 2 of this two-part paper presents additional results from a towing-tank experiment conducted in order to explicate the influence of wavemaking by a surface-piercing body on its boundary-layer and wake and provide detailed documentation of the complete flow field appropriate for validating computational methods. In Part 1 (Journal of Ship Research, Dec. 1992), wave profile, local and global wave-elevation, and mean-velocity and pressure field measurements for Froude numbers 0.16 and 0.316 for a 3.048 m Series 60 CB = 0.6 hull form are presented and discussed to point out the essential differences between the flows at low and high Froude number and to assess the nature of the interaction between wavemaking and the boundary layer and wake. In Part 2, scale effects on the near-field wave patterns are examined through wave profile and local and global wave-elevation measurements for 1.829 and 3.048 m models and Froude numbers 0.316, 0.3, and 0.25. The bow-wave amplitude and divergence angle are larger and the stern waves smaller for the smaller model. The latter scale effect is well known, but the former one is a new and unexpected result. Also, comparisons are made between the experimental results and those from a wavy inviscid-flow method, which provides an evaluation of the capabilities of the computational method. Although the computations predict the gross features of the wave system and velocity and pressure fields, they do not simulate the complex details of either the wave system or the flow field, especially close to the hull and wake centerplane.


2003 ◽  
Vol 238 (2) ◽  
pp. 285-288
Author(s):  
Kazunari Matsuda ◽  
Toshiharu Saiki ◽  
Shintaro Nomura ◽  
Masaru Mihara ◽  
Yoshinobu Aoyagi

1982 ◽  
Vol 43 (C7) ◽  
pp. C7-293-C7-299 ◽  
Author(s):  
G. Amoretti ◽  
A. Blaise ◽  
M. Bonnet ◽  
J. X. Boucherle ◽  
A. Delapalme ◽  
...  

1992 ◽  
Vol 97 (2) ◽  
pp. 1174-1190 ◽  
Author(s):  
Hinne Hettema ◽  
Hans Jo/rgen Aa. Jensen ◽  
Poul Jo/rgensen ◽  
Jeppe Olsen

2022 ◽  
pp. 136943322110632
Author(s):  
Jianyi Ji ◽  
Ronghui Wang ◽  
Niujing Ma ◽  
Kunhong Huang ◽  
Xiang Zhang

A physical perspective of the propagation and attenuation of flexural waves is presented in this paper for the dynamic behaviors of cable stayed beams subjected to a moving load. Based on the method of reverberation-ray matrix (MRRM), the waveform solutions of the wave equations of a simplified beam-cable system subjected to a moving load (hereinafter referred to as a beam-cable system) are given, and the theory is verified by a numerical example. The dynamic response of cable stayed beams is decomposed into nine kinds of flexural waves, including traveling waves, near-field waves, and nondispersive waves, according to the wavenumber characteristics. Numerical examples are analyzed to demonstrate the propagation characteristics of flexural waves through cable stayed beams. Numerical results show that the flexural waves in the cable stayed beams are mainly low-frequency waves whose frequencies are less than 3 times the structural fundamental frequency, which can be used to further improve the computational efficiency of response analysis method based on MRRM, and the proportion of high-frequency components increases gradually with increasing structural stiffness. The near-field wave can be transformed into a traveling shear wave when its frequency is larger than the critical frequency, which decreases with increasing radius of gyration and decreasing elastic modulus of the beam. With the increase in the radius of gyration and the elastic modulus of the beam, the attenuation effect of the near-field wave weakens. The wave velocity and the wave dispersion effect have a positive correlation with the stiffness-related parameters of the beam-cable system. The study of the effect of the beam-cable system parameters on flexural wave propagation characteristics can be applied to achieve a better dynamic design for engineering structures.


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