The objective of the project described in the paper was to develop a simulation model that describes transient air pressure distribution in concrete in order to see if the leakage rates obtained from the Containment Integrated Leakage Rate Tests can be explained by the transient air pressurization of concrete pores inside the steel liner. A partial differential equation was derived which describes transient air pressure distribution in concrete pores. The model was validated against experimental results. The simulation model shows that there are significant air fluxes into the concrete structures that can explain the pressure drop during a leakage test
International audienceThe durability of reinforced concrete structures is largely impacted by their ...
This contribution presents a review of the works carried out at R&DO in Nantes, in collabora-tion wi...
By measuring the pressure decline in a pressurised air volume from which air is leaking it is possib...
International audienceMassive concrete structures such as the containments of nuclear power plant mu...
Evaluating fluid leakage rates through cracks in concrete structures is essential in many fields (nu...
The internal surfaces of prestressed concrete pressure vessels are fitted with a steel liner to pres...
In the context of a severe accident in a PWR nuclear plant, the evaluation of the leakage through th...
Measurements were made of the air leakage rates through structural components that penetrate semicon...
International audienceThis study is conducted within the framework of nuclear facility safety. The a...
A series of tests are reported which used existing pressure cell apparatus to measure nitrogen gas f...
International audienceIn this contribution, different techniques are compared to evaluate the gas fl...
Investigations are performed, how much primary coolant gas is released when liner leaks occur. In si...
A safety concern for the proposed Special Nuclear Materials Laboratory (SNML) facility at the Los Al...
The relationship between concrete damage and gas flow (permeability) has been largely unexplored. In...
A reinforced concrete-shielded enclosure intended to contain nuclear reactor experiments was subject...
International audienceThe durability of reinforced concrete structures is largely impacted by their ...
This contribution presents a review of the works carried out at R&DO in Nantes, in collabora-tion wi...
By measuring the pressure decline in a pressurised air volume from which air is leaking it is possib...
International audienceMassive concrete structures such as the containments of nuclear power plant mu...
Evaluating fluid leakage rates through cracks in concrete structures is essential in many fields (nu...
The internal surfaces of prestressed concrete pressure vessels are fitted with a steel liner to pres...
In the context of a severe accident in a PWR nuclear plant, the evaluation of the leakage through th...
Measurements were made of the air leakage rates through structural components that penetrate semicon...
International audienceThis study is conducted within the framework of nuclear facility safety. The a...
A series of tests are reported which used existing pressure cell apparatus to measure nitrogen gas f...
International audienceIn this contribution, different techniques are compared to evaluate the gas fl...
Investigations are performed, how much primary coolant gas is released when liner leaks occur. In si...
A safety concern for the proposed Special Nuclear Materials Laboratory (SNML) facility at the Los Al...
The relationship between concrete damage and gas flow (permeability) has been largely unexplored. In...
A reinforced concrete-shielded enclosure intended to contain nuclear reactor experiments was subject...
International audienceThe durability of reinforced concrete structures is largely impacted by their ...
This contribution presents a review of the works carried out at R&DO in Nantes, in collabora-tion wi...
By measuring the pressure decline in a pressurised air volume from which air is leaking it is possib...