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Assessment of diagonal macrocrack-induced debonding mechanisms in FRP-strengthened RC beams
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$a Assessment of diagonal macrocrack-induced debonding mechanisms in FRP-strengthened RC beams 215 $a 16 s. $c P 463 -1
$1 001 cav_un_epca*0258167 $1 011 $a 1090-0268 $e 1943-5614 $1 200 1 $a Journal of Composites for Construction $v Roč. 26, č. 5 (2022) $1 210 $c American Society of Civil Engineers 610 $a bond behavior 610 $a cohesive zone model 610 $a debonding 610 $a fiber-reinforced polymer plate 610 $a fracture 610 $a reinforced concrete 610 $a mixed mode 700 -1
$3 cav_un_auth*0272813 $a Huang $b Y. $y CN 701 -1
$3 cav_un_auth*0371630 $a Zhang $b Wei $p UTAM-F $i Oddělení aplikované mechaniky a konstrukcí $j Department of Applied Mechanics and Structures $y CN $z K $T Ústav teoretické a aplikované mechaniky AV ČR, v. v. i. 701 -1
$3 cav_un_auth*0271346 $a Liu $b X. $y CN 856 $u https://doi.org/10.1061/(ASCE)CC.1943-5614.0001255 $9 RIV
Number of the records: 1