scholarly journals Evaluation of Shear Strength of RC Bridge Piers Using Modified Compression Field Theory.

1999 ◽  
pp. 71-81
Author(s):  
Kenji KOSA ◽  
Kazuo KOBAYASHI ◽  
Furitsu YASUDA ◽  
Takashi MIZUTA
Keyword(s):  
Field Theory ◽  
Shear Strength ◽  
Bridge Piers ◽  
Modified Compression Field Theory ◽  
Rc Bridge Piers ◽  
Compression Field

Dynamic Shear Resistance of RC Beams Based on Modified Compression Field Theory

2016 ◽  
Vol 711 ◽  
pp. 799-805
Author(s):  
Kazunori Fujikake ◽  
Amornthep Somraj
Keyword(s):  
Field Theory ◽  
Analytical Model ◽  
Shear Capacity ◽  
Experimental Results ◽  
Rc Beams ◽  
Dynamic Shear ◽  
Loading Tests ◽  
Blast Loadings ◽  
Modified Compression Field Theory ◽  
Compression Field

The aim of this study was to develop an analytical model to estimate the dynamic shear capacity of RC beams which may exhibit diagonal tension failure under impact and blast loadings. Thus, the modified compression field theory has been extended to dynamic loading in this study. The developed analytical model has been applied to the experimental results obtained from rapid loading tests of RC beams. As a result, the developed analytical model has been in good agreement with the experimental results.

Sign in / Sign up

Export Citation Format

Share Document