The examined test parameters included the bar embedment length, bar material and corrugated duct.
All specimens showed pullout mode of failure under varying embedment length, bar type, bar diameter and concrete type.
The VLEC we use is constructed employing the algorithm in [2] and with average length (bar {ell }_{text {VLEC}}=8.271).
Pullout tests were performed to examine the effect of varying parameters such as embedment length, bar diameter and concrete age.
(bar {xi }) is a geometry parameter of a representative fiber, determined through the aspect-ratio (bar {a}), the length (bar {l}), and the diameter (bar {d}).
We use the joint source channel (JSC VLCC from [5] with an average codeword length (bar {ell }_{text {JSC-VLC}}=7.338) to encode the source.
Several significant variables affecting bond, such as bond length, bar shape and groove dimensions have been considered, and the results are presented and discussed in this paper.
Bond strength of GFRP bars in conventional concrete depends on bar diameter, surface condition (sand coated, ribbed, helically wrapped or braided), embedment length, bar mechanical properties and environmental conditions.
Ahmad Firas et al. (2011) experimentally investigated the bond performance between carbon-fiber-reinforced polymer (CFRP) bars and UHPFRC according to the surface treatment, embedment length, bar diameter, and concrete age.
Based on experimental and Code based analyses, the following conclusions were drawn: All specimens showed pullout mode of failure under varying embedment length, bar type, bar diameter and concrete type.
The impact end stress and the elastic response of a finite length bar with a continuously variable cross-section colliding with a rigid wall is studied theoretically and experimentally.
