Anchor bolts in concrete structures: summary of round robin tests and analysis arranged by RILEM TC 90-FMA 'Fracture Mechanics of Concrete - Applications'

10.1617/13518 ◽  
2005 ◽  
Vol 34 (242) ◽  
pp. 451-457
Author(s):  
Keyword(s):  
Fracture Mechanics ◽  
Concrete Structures ◽  
Round Robin ◽  
Anchor Bolts

VALIDATION OF THE FRACTURE MECHANICS TEST METHOD EGF P1?87D (ESIS P1?90/ESIS P1?92): ANALYSIS OF AN EXPERIMENTAL ROUND ROBIN

1993 ◽  
Vol 16 (11) ◽  
pp. 1231-1284 ◽  
Author(s):  
K.-H. Schwalbe ◽  
B. Hayes ◽  
K. Baustian ◽  
A. Cornec ◽  
R. Gordon ◽  
...  
Keyword(s):  
Fracture Mechanics ◽  
Round Robin ◽  
Test Method

scholarly journals Probabilistic Fracture Mechanics Round Robin Analysis of Reactor Pressure Vessels during Pressurized Thermal Shock

2010 ◽  
Vol 47 (12) ◽  
pp. 1131-1139 ◽  
Author(s):  
Myung Jo JHUNG ◽  
Seok Hun KIM ◽  
Young Hwan CHOI ◽  
Yoon Suk CHANG ◽  
Xiangyuan XU ◽  
...  
Keyword(s):  
Fracture Mechanics ◽  
Thermal Shock ◽  
Round Robin ◽  
Pressure Vessels ◽  
Probabilistic Fracture Mechanics ◽  
Pressurized Thermal Shock ◽  
Reactor Pressure

Parametric Study on Pressure-Temperature Limit Curve

2016 ◽  
Author(s):  
Shin-Beom Choi ◽  
Han-Bum Surh ◽  
Jong-Wook Kim
Keyword(s):  
Sensitivity Analysis ◽  
Fracture Mechanics ◽  
Crack Depth ◽  
Temperature Limit ◽  
Round Robin ◽  
Robin Problem ◽  
Limit Curve ◽  
Element Analysis ◽  
Probabilistic Fracture Mechanics ◽  
Key Parameter

The final goal of this study is to solve the round-robin problem for the safety of a reactor pressure vessel by adopting a finite element analysis and probabilistic fracture mechanics. To do so, a sensitivity analysis and a deterministic analysis should be conducted. This paper contains the results of the sensitivity analysis as intermediate results of a round-robin problem. Key parameters such as the initial Reference Temperature for Nil Ductility Transition, Ni contents, Cu contents, fluence, and input transient were chosen to conduct the sensitivity analysis. In addition, different values of crack depth to the thickness ratio are considered to develop FE models. Moreover, a series of FE analyses are carried out. As a result, each key parameter has an influence on RTNDT and KIc. This means that the P-T limit curve is shifted. If the value of each key parameter is increased, the P-T limit curve is moved to the right side. Therefore, the operating area of the P-T limit curve should be reduced. The results of this paper will be very helpful in enhancing our understanding of the P-T limit curve. In addition, it will be used to adjust the probabilistic fracture mechanics and solve the round-robin problem.

Application of Fracture Mechanics to Concrete Structures

1982 ◽  
Vol 108 (4) ◽  
pp. 833-848
Author(s):  
Alberto Carpinteri
Keyword(s):  
Fracture Mechanics ◽  
Concrete Structures
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