Concrete cohesive curves for specimens with different sizes: a study of inverse analysis and size effect

Author(s):  
Fábio Luis Gea dos Santos ◽  
Tiago Luís Duarte Forti
Keyword(s):  
2012 ◽  
Vol 446-449 ◽  
pp. 64-68
Author(s):  
Zhi Fang Zhao ◽  
Qiu Yu Wang ◽  
Zhi Hua Yang ◽  
Yang Yang

2021 ◽  
Vol 28 (1) ◽  
pp. 314-314
Author(s):  
Lixia Guo ◽  
Song Li ◽  
Ling Zhong ◽  
Lei Guo ◽  
Lunyan Wang

1999 ◽  
pp. 367-378
Author(s):  
J. Planas ◽  
G. V. Guinea ◽  
M. Elices

2012 ◽  
Vol 446-449 ◽  
pp. 64-68
Author(s):  
Zhi Fang Zhao ◽  
Qiu Yu Wang ◽  
Zhi Hua Yang ◽  
Yang Yang

The softening curves of four groups specimens with different sizes were obtained by inverse analysis based on the fictitious crack model(FCM)and the P-CMOD curve achieved by a three-point bending notched beam (TPB) test. According to the softening curves obtained by inverse analysis, size effect of softening curves was investigated,which shows both the tail of calculated softening curve, namely the maximum crack width wcand fracture energy GFhave an increasing trend with the increase of the specimen size, but no longer to increase when the specimen size attains to a certain level.


1998 ◽  
Vol 08 (PR8) ◽  
pp. Pr8-63-Pr8-70
Author(s):  
S. Carassou ◽  
M. Soilleux ◽  
B. Marini

2020 ◽  
Vol 65 (1) ◽  
pp. 83-88
Author(s):  
Eugenia Andreea DRAGU ◽  
◽  
Alexandru C. RAZUS ◽  
Keyword(s):  

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