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The obvious decrease of stress curve in the compression zone indicates the bonding damage of entire composite anchor occurs.
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Trachsel did not let Bonds damage him; he truly pitched to Bonds only once in three at-bats.
This study presents a bond damage assessment approach for the glass fiber-reinforced polymer (GFRP) bar-concrete interface.
The respective influence of bending cracks and steel concrete bond damage on both static and dynamic responses is analyzed.
For better analyzing the GFRP bar-concrete bond behavior, this study presents two damage-based approaches for assessing the bond damage evolution.
Upon this, the bond damage evolution curves are derived thereafter, which are found to strictly follow the lognormal distribution or Weibull distribution.
Further comparisons of different specimens are performed to investigate the critical factors and their impacts on the damage evolution, as well as those on the critical bond damage corresponding to the bond strength.
The model allows calculating the average inertia of cracked beams by taking into account the effect of bending cracks (primary cracks) and steel concrete bond damage (i.e. interfacial microcracks).
They include charges covering the cost of inspection and interception, excise taxes, environmental bonds, damage bonds, import deposits, restoration deposits, ballast water fees, and tradable risk permits (Eisworth and Johnson 2002; Horan et al. 2002; Olson 2006; Emerton and Howard 2008; Gren 2008).
"His advocacy of euro bonds damaged his relationship with Berlin and Paris and impaired his ability to function".
On the contrary, comparison of experimental and calculated dynamic responses reveals that localized steel concrete bond damages do not influence significantly the dynamic stiffness and the fundamental frequency.
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