The torsional response and measurement of the in situ shear moduli of an edge-cracked thick laminate

1998 ◽  
Vol 58 (1) ◽  
pp. 145-154 ◽  
Author(s):  
W.C. Liao
Author(s):  
Hugh E. M. Hunt

Abstract Vibration generated by underground railways is difficult to control because of the very limited space available in a tunnel. A popular approach is to use ‘floating slab track’ whereby the rails are fixed to a large concrete foundation separated from the tunnel wall by a resilient material. This paper investigates some of the vibration characteristics of floating slab track from measurements made in situ. These measurements are compared with the theoretical response of an infinite beam on an elastic foundation taking into account the torsional response of the beam. The transmission of vibration through the tunnel wall and into the surrounding medium is discussed with reference to the relative speed of travelling waves and the coincidence frequencies.


2016 ◽  
Vol 114 (1) ◽  
pp. 57-61 ◽  
Author(s):  
Chen Xu ◽  
Zeeshan Ahmad ◽  
Asghar Aryanfar ◽  
Venkatasubramanian Viswanathan ◽  
Julia R. Greer

Most next-generation Li ion battery chemistries require a functioning lithium metal (Li) anode. However, its application in secondary batteries has been inhibited because of uncontrollable dendrite growth during cycling. Mechanical suppression of dendrite growth through solid polymer electrolytes (SPEs) or through robust separators has shown the most potential for alleviating this problem. Studies of the mechanical behavior of Li at any length scale and temperature are limited because of its extreme reactivity, which renders sample preparation, transfer, microstructure characterization, and mechanical testing extremely challenging. We conduct nanomechanical experiments in an in situ scanning electron microscope and show that micrometer-sized Li attains extremely high strengths of 105 MPa at room temperature and of 35 MPa at 90 °C. We demonstrate that single-crystalline Li exhibits a power-law size effect at the micrometer and submicrometer length scales, with the strengthening exponent of −0.68 at room temperature and of −1.00 at 90 °C. We also report the elastic and shear moduli as a function of crystallographic orientation gleaned from experiments and first-principles calculations, which show a high level of anisotropy up to the melting point, where the elastic and shear moduli vary by a factor of ∼4 between the stiffest and most compliant orientations. The emergence of such high strengths in small-scale Li and sensitivity of this metal’s stiffness to crystallographic orientation help explain why the existing methods of dendrite suppression have been mainly unsuccessful and have significant implications for practical design of future-generation batteries.


1990 ◽  
Vol 57 (2) ◽  
pp. 383-387 ◽  
Author(s):  
C.-L. Tsai ◽  
I. M. Daniel ◽  
G. Yaniv

The torsional response of a composite laminate of rectangular cross-section was analyzed by the Mindlin-Reissner theory. The analysis takes into account separately the shear properties of each layer. A general closed-form relationship was derived between torque and angle of twist in terms of the geometric parameters and shear properties of the laminae. In the case of unidirectional laminates, relations can be expressed involving the three principal shear moduli, G12, G13, and G23. An experimental method was also developed for determining these moduli by measuring surface and edge strains with strain gages. Results for a typical graphite/epoxy composite show the validity of the usual assumption of transverse isotropy.


2009 ◽  
Vol 49 (2) ◽  
pp. 259-274 ◽  
Author(s):  
Takashi Kiyota ◽  
Junichi Koseki ◽  
Takeshi Sato ◽  
Reiko Kuwano

1996 ◽  
Vol 36 (4) ◽  
pp. 297-304 ◽  
Author(s):  
M. -Y. Tsai ◽  
J. Morton ◽  
D. W. Oplinger
Keyword(s):  

2011 ◽  
Author(s):  
Kwangsoo Park ◽  
Kenneth Stokoe ◽  
Wonseok Seo ◽  
Michael Schuhen

1994 ◽  
Vol 31 (1) ◽  
pp. 61-70 ◽  
Author(s):  
Guy Lefebvre ◽  
Denis Leboeuf ◽  
Muhsin E. Rahhal ◽  
Alain Lacroix ◽  
Joseph Warde ◽  
...  

Values of small-strain shear modulus Gmax, for a Champlain Sea clay deposit were obtained both under an embankment built 18 years ago, and outside of the area influenced by this embankment. The small-strain shear moduli Gmax were measured in the laboratory by using resonant column tests and in the field by spectral analysis of surface waves. In addition to verifying the two methods, comparison of the in situ and laboratory values allowed evaluation of the influence of the sampling and the need to correct the laboratory values to account for the age of the deposit. The test program also made it possible to verify the influence of the deposit's consolidation and the existing models predicting small-strain shear moduli in clay deposits. Key words : shear modulus, shear-wave velocity, resonant column, in situ test, surface waves, soft clay.


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