A critical assessment of the use of compliance constants as bond strength descriptors for weak interatomic interactions

2006 ◽  
Vol 125 (1) ◽  
pp. 014103 ◽  
Author(s):  
Jon Baker
Keyword(s):  
Bond Strength ◽  
Critical Assessment ◽  
Compliance Constants

scholarly journals III-defined concepts in chemistry: rigid force constants vs. compliance constants as bond strength descriptors for the triple bond in diboryne

2015 ◽  
Vol 6 (7) ◽  
pp. 4086-4088 ◽  
Author(s):  
Jörg Grunenberg
Keyword(s):  
Bond Strength ◽  
Triple Bond ◽  
Force Constants ◽  
Compliance Constants

In a recent publication in this journal, the interpretation of the Braunschweig's diboryne as a true triple bond is questioned.

Overcoming stereotypes in leasing

2017 ◽  
pp. 136-152 ◽  
Author(s):  
V. Gazman
Keyword(s):  
Real Estate ◽  
Traditional Approach ◽  
Critical Assessment ◽  
Variable Character ◽  
New Perspective

If we want securitization to become one of the main channels to attract funding in leasing activity, as the Bank of Russia predicts, one needs to revise some stereotypes. Relying on foreign and domestic research, the author gives a critical assessment of the postulate of the need for uniformity of securitized assets; proves that real estate, contrary to the traditional approach, rather than equipment and transport, prevails in securitization transactions, and explains why this happens. The article presents a new perspective on the behavior of issu- ers concerning the timing of securities circulation; considers feasibility approach to the calculation of variable character of leverage in leasing; explains pro and contra of evaluating the leasing market based on the volume of the portfolio of contracts; reveals the validity of ratings of bonds issued in the course of secu- ritization of leasing assets.

Review on Experimental Study on Effect of Corrosion In Reinforced Concrete Fly-Ash Beam

2020 ◽  
pp. 92-96
Author(s):  
Shubham N. Dadgal ◽  
Shrikant Solanke
Keyword(s):  
Fly Ash ◽  
Bond Strength ◽  
Structural Damage ◽  
Pullout Test ◽  
Partial Replacement ◽  
Structural Members ◽  
Accelerated Corrosion ◽  
Resistivity Method ◽  
Electrical Resistivity Method ◽  
Structural Failures

In modern days for structures in coastal areas it has been observed that the premature structural failures are occurs due to corrosion of the reinforcements of the designed structural member. The corrosion causes the structural damage which in turn leads to reduction in the bearing capacity of the concerned structural members. The aim of this study was to study the effect of partial replacement of fly ash to minimize the corrosion effect. Beams were designed and corroded by using artificial method known accelerated corrosion method. The beams were then tested for flexural and bond strength. Also the weight loss of the reinforced bars was been determined using electrical resistivity method. The fly ash will replace by 10% and 15%.The strength will calculate at varying percentage of corrosion at 10% and 15%. Beams will cast at M25 grade concrete. The flexural strength will test by using UTM and the bond strength will calculate using pullout test.

Sign in / Sign up

Export Citation Format

Share Document