scholarly journals Failure Assessment of Corrosion Affected Pipeline Networks with Limited Failure Data Availability

Author(s):  
Vahid Aryai ◽  
Hassan Baji ◽  
Mojtaba Mahmoodian
IEEE Access ◽  
2019 ◽  
Vol 7 ◽  
pp. 183996-184007 ◽  
Author(s):  
Gishan D. Ranasinghe ◽  
Tony Lindgren ◽  
Mark Girolami ◽  
Ajith K. Parlikad

Author(s):  
Nicola Bonora ◽  
Domenico Gentile ◽  
Andrew Ruggiero ◽  
Gabriel Testa ◽  
Paolo Folgarait ◽  
...  

In this work continuum damage mechanics was used to try to predict the occurrence of ductile rupture in a barred tee fitting subjected to pressure load. In order to account for the scatter in the material damage parameters, a stochastic definition was used. Ductile damage parameters were identified using failure data obtained from traction tests of round notched bar samples. The attention is concentrated on the possible failure of the grid since it occurrence can obstruct the pipe flow and drive the structural failure of the tee Numerical simulation indicates that the bars fail first but do not trigger the tee rupture. The location where ductile rupture is expected to initiate in the tee was found to be 30° out of the tee symmetry plane.


2020 ◽  
Vol 53 (3) ◽  
pp. 265-270
Author(s):  
Gishan Don Ranasinghe ◽  
David Yearling ◽  
Mark Girolami ◽  
Ajith Kumar Parlikad

2020 ◽  
Vol 76 (2) ◽  
pp. 91-110
Author(s):  
Donia Fakhri Abdel Monem Nahla ◽  
Heba Nabil Abdel Hamed

Rock failure is one of the most geomorphological hazards that cause considerable damages in different regions every year. To effectively mitigate this hazard, new methodologies are needed to develop a better understanding of rock failure assessment and management. In recent years, risk analysis and assessment have become an important tool in addressing uncertainty. However, the all-embracing perspective of the notion of risk is not an easy task to undertake since it requires data availability at different scales and a multidisciplinary point of view. The research aims to analyse the factors causing the occurrence of rock failure by analysing hazard and vulnerability factors using a proposed risk assessment approach to be applied on Mansheit Nasser district. The research uses a quantitative analytical risk assessment methodology. The methodology used to assess the risk of rock failure in Mansheit Nasser district is to estimate the hazard (H) and the vulnerability (V). The risk is calculated by using equations mentioned in the research and the arc GIS programme to prepare maps. The equation is used to standardise the value of risk factors and unify their weights. The research concludes that the rock failure risk index (RFRI) determines the most vulnerable areas to rock failure in Manshiet Nasser to estimate the elements at risk (E).


2006 ◽  
Vol 5 (1) ◽  
pp. 134-134
Author(s):  
L SCELSI ◽  
L TAVAZZI ◽  
A MAGGIONI ◽  
D LUCCI ◽  
G CACCIATORE ◽  
...  

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