Results 31 to 40 of about 110 (90)
Innovation and modernization of Gabčíkovo lock chambers
Abstract From 2019 to 2023, extensive innovation and modernization took place at the lock chambers of the Gabčíkovo waterworks to increase the safety and intensity of the water transport. The waterworks is located on the Danube River about 60 km southeast of Bratislava—the capital of Slovakia.
Miloš Zich +2 more
wiley +1 more source
The natural and water‐saturated states of coal samples under static and static‐dynamic loads were tested using the Split‐Hopkinson pressure bar (SHPB) method and RMT‐150 system, respectively. The differences in the strength reduction coefficient and elastic modulus reduction coefficient of water‐saturated coal samples under static and static‐dynamic ...
Wen Wang +5 more
wiley +1 more source
This study is to examine load-carrying capacity of a prestressed concrete containment vessel under the structural failure mode test via non-linear finite element (FE) analyses.
Woo-Min Cho +2 more
doaj +1 more source
Stress corrosion tests, according to ISO 15630‐3, are mandatory in approvals and continuous surveillance of prestressing steels. This experimental paper deals with the technical problem of high scattering of the stress corrosion test results and focuses on the test parameters solution composition, surface condition, and temperature in electrochemical ...
Lando Seifert +3 more
wiley +1 more source
Rebar corrosion results in a change in the stress field in the surrounding concrete, which in turn accelerates the deterioration of the concrete structure. In addition to the protective layer, the compressive stress under which concrete is prestressed also affects the effect of corrosion‐induced rebar expansion on the stress field in the concrete.
Fangyuan Li, Wenya Ye, Wei Zhou
wiley +1 more source
A direct procedure is proposed for capacity assessment of prestressed concrete containment structures subjected to internal accident loads. The assessment procedure is based on graphical comparison between the structural capacity and the load intensity by plotting both parameters in the same “temperature gradient – overpressure” coordinate system ...
Anton Andonov +2 more
openaire +1 more source
Abstract Biaxially prestressed large concrete structures of the confinement building in nuclear power plants (NPPs) should meet the safety requirement for the extension of the service time. Long‐term delayed strains of concrete are one of the key factors determining the safety factor in these structures.
Abudushalamu Aili +3 more
wiley +1 more source
A Review on Radiation Damage in Concrete for Nuclear Facilities: From Experiments to Modeling
Concrete is a relatively cheap material and easy to be cast into variously shaped structures. Its good shielding properties against neutrons and gamma‐rays, due to its intrinsic water content and relatively high‐density, respectively, make it the most widely used material for radiation shielding also.
Beatrice Pomaro, Anna Pandolfi
wiley +1 more source
AbstractThe numerical simulation methodologies to evaluate the structural behaviors of prestressed concrete containment vessels (PCCVs) have been substantially developed in recent decades. However, there remain several issues to be investigated more closely to narrow the gap between test results and numerical simulations.
Sang-Hoon Noh +2 more
openaire +2 more sources
Probabilistic evaluation of the internal pressure capacity before excessive leakage is essential for ensuring preemptive response in case of a severe accident in a prestressed concrete containment vessel (PCCV) subjected to internal pressure in a nuclear power plant.
Bu-Seog Ju, Ho-Young Son, Paolo Castaldo
wiley +1 more source

