Bindungslängen-Bindungsstärken-Beziehungen für Oxide von 4p-, 5p- und 6p-Elementen

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.

Author(s):  
Lothar Fink ◽  
Martin Trömel

AbstractBond-length – bond-strength relationships which are valid for different oxidation states of the metals have been established for oxides of Ru, Rh, Pd, Ag, Re, Os, Ir, and Hg, and for single oxidation states in oxides of Tc(VII) and Au(III). According to new structural data, such relationships have also been recalculated for Y(III), La(III), Zr, Hf(IV), and Cd(II). Exceptions are discussed.


2010 ◽  
Vol 8 (5) ◽  
pp. 965-991 ◽  
Author(s):  
Milan Melnik ◽  
Mária Kohútová

AbstractThe coordination chemistry of iron covers a wide field, as shown by a survey covering the crystallographic and structural data of almost one thousand and three hundred coordination complexes. About 6.7% of these complexes exist as isomers and are summarized in this review. Included are distortion (96.6%) and cis — trans (3.4%) isomers. These are discussed in terms of the coordination about the iron atom, bond length and interbond angles. Distortion isomers, differing only by degree of distortion in Fe-L, Fe-L-Fe and L-Fe-L parameters, are the most common. Iron is found in the oxidation states zero, +2 and +3 of which +3 is most common. The stereochemistry around iron centers are tetrahedral, five — coordinated (mostly trigonal — bipyramid) and six — coordinated. The most common ligands have O and N donor sites.


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

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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