Thermal vibrations and a lattice mode in calcite and sodium nitrate

1970 ◽  
Vol 26 (2) ◽  
pp. 235-244 ◽  
Author(s):  
H. D. Megaw

The observed direction of thermal motion of the oxygen atoms in calcite can be explained if the environment of the calcium atom is taken into consideration as well as the CO3 group. Rotation of Ca octahedra accompanied by an alternate steepening and flattening which retains the {\bar 3} point-symmetry and the Ca–O bond-length unchanged is associated with a screw-like movement of CO3 in which rotation in its own plane is geared to translation perpendicular to its plane. Concerted movements of all atoms in the structure satisfying these requirements can be described in terms of a single-oscillating parameter; they represent a single lattice mode. They are predictable using the assumption that small departures, in the `static' structure, of particular position parameters from ideal values indicate weaknesses of a kind that allow a large amplitude to vibrations in which the same parameters oscillate about their `static' value. Comparison of CaCo3 and the isomorphous NaNO3 with LaAlO3 and LiNbO3, which have very similar formal geometry but great differences in relative bond strength, helps to illustrate the principle involved.

1987 ◽  
Vol 14 (4) ◽  
pp. 327-331 ◽  
Author(s):  
G. V. Gibbs ◽  
L. W. Finger ◽  
M. B. Boisen

Author(s):  
Stanislav Chladek ◽  
Martin Trömel

AbstractBond-length-bond-strength relationships which are valid for different oxidation states of the elements have been established for oxides of As, Se, Br, Pb and Bi. According to new structural data, such relationships of single oxidation states in oxides of Ga(III), Ge(IV), In(III), Tl(I) and Tl(III) have been recalculated as well as those for oxides of Sn, Sb, Te, and I.


2009 ◽  
Vol 15 (2) ◽  
pp. 239-248 ◽  
Author(s):  
Solveig Gaarn Olesen ◽  
Steen Hammerum

It is generally expected that the hydrogen bond strength in a D–H•••A adduct is predicted by the difference between the proton affinities (Δ PA) of D and A, measured by the adduct stabilization, and demonstrated by the infrared (IR) redshift of the D–H bond stretching vibrational frequency. These criteria do not always yield consistent predictions, as illustrated by the hydrogen bonds formed by the E and Z OH groups of protonated carboxylic acids. The Δ PA and the stabilization of a series of hydrogen bonded adducts indicate that the E OH group forms the stronger hydrogen bonds, whereas the bond length changes and the redshift favor the Z OH group, matching the results of NBO and AIM calculations. This reflects that the thermochemistry of adduct formation is not a good measure of the hydrogen bond strength in charged adducts, and that the ionic interactions in the E and Z adducts of protonated carboxylic acids are different. The OH bond length and IR redshift afford the better measure of hydrogen bond strength.


2013 ◽  
Vol 41 (1) ◽  
pp. 17-25 ◽  
Author(s):  
G. V. Gibbs ◽  
N. L. Ross ◽  
D. F. Cox ◽  
K. M. Rosso ◽  
B. B. Iversen ◽  
...  

Materials ◽  
2021 ◽  
Vol 14 (5) ◽  
pp. 1268
Author(s):  
Jun Zhao ◽  
Xin Luo ◽  
Zike Wang ◽  
Shuaikai Feng ◽  
Xinglong Gong ◽  
...  

FRP bars and steel strands are widely used in civil engineering. In this study, three different types of high-strength reinforcement materials, carbon fiber reinforced polymer (CFRP) bar, glass fiber reinforced polymer (GFRP) bar, and steel strand, were investigated for their interfacial bond performance with concrete. A total of 90 sets of specimens were conducted to analyze the effects of various parameters such as the diameter of reinforcement, bond length, the grade of concrete and stirrup on the bond strength and residual bond strength. The results show that CFRP bars possess a higher bond strength retention rate than steel bars in the residual section. In addition, with the increase in bond length and diameter of the CFRP bar, the residual bond strength decreases, and the bond strength retention rate decreases. Furthermore, the bond strength retention rate of GFRP bars was found to be higher than that of CFRP bars. With the increase in grade of concrete, the bond strength and residual bond strength between GFRP bars and concrete increases, but the bond strength retention rate decreases. With an increase in bond length and diameter of the GFRP bar, the bond strength starts to decrease. Further, stirrup can also increase the bond strength and reduce the slip at the free end of GFRP bars. Moreover, the bond strength retention rate of the steel strand was found to be lower than CFRP and GFRP bar.


2015 ◽  
Vol 37 (1) ◽  
pp. 130-142 ◽  
Author(s):  
Elfi Kraka ◽  
Dani Setiawan ◽  
Dieter Cremer
Keyword(s):  

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