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Numerical investigation of RC structural walls subjected to cyclic loading
D.M. Cotsovos,M.N. Pavlovic 한국계산역학회 2005 Computers and Concrete, An International Journal Vol.2 No.3
This work is based on a nonlinear finite-element model with proven capacity for yieldingrealistic predictions of the response of reinforced-concrete structures under static monotonically-increasing loading. In it, the material description relies essentially on the two key properties of triaxiality and brittleness and, thus, is simpler than those of most other material models in use. In this article, the finiteelement program is successfully used in investigating the behaviour of a series of RC walls under static cyclic loading. This type of loading offers a more strenuous test of the validity of the proposed program since cracks continuously form and close during each load cycle. Such a test is considered to be essentialbefore attempting to use the program for the analysis of concrete structures under seismic excitation inorder to ensure that the solution procedure adopted is numerically stable and can accurately predict thebehaviour of RC structures under such earthquake-loading conditions. This is achieved through acomparative study between the numerical predictions obtained presently from the program and availableexperimental data.
Seraj, Salek M.,Kotsovos, Michael D.,Pavlovic, Milija N. Techno-Press 1995 Structural Engineering and Mechanics, An Int'l Jou Vol.3 No.5
In the past, physical models have been proposed, in compliance with the concept of the compressive-force path, for the realistic design of various statically determinate structural concrete members. The present work extends these models so as to encompass indeterminate RC structural forms. Pilot tests conducted on continuous beams and fixed-ended portal frames have revealed that designing such members to present-day concepts may lead to brittle types of failure. On the other hand, similar members designed on the basis of the proposed physical models attained very ductile failures. It appears that, unlike current design approaches, the compressive-force path concept is capable of identifying those areas where failure is most likely to be triggered, and ensures better load redistribution, thus improving ductility. The beneficial effect of proper detailing at the point of contraflexure in an indeterminate RC member is to be noted.
I. Jelic,M.N. Pavlovic,M.D. Kotsovos 한국계산역학회 2004 Computers and Concrete, An International Journal Vol.1 No.1
The article reports data on, and numerical modelling of, beams exhibiting points of inflection and subjected to sequential loading. Both tests and analysis point to inadequacies in current codes of practice. An alternative design methodology, which is strongly associated with the notion that contraflexure points should be designed as “internal supports”, is shown to produce superior performance even though it requires significantly less secondary reinforcement than that advocated by codes.
Michael D. Kotsovos,Demetrios M. Cotsovos,Milija N. Pavlovic 사단법인 한국계산역학회 2008 Computers and Concrete, An International Journal Vol.5 No.3
The present article summarises the fundamental characteristics of concrete behaviour which underlie the formulation of an engineering finite element model capable of realistically predicting the behaviour of (plain or reinforced) concrete structural forms in a wide range of problems ranging from static to impact loading without the need of any kind of re-calibration. The already published evidence supporting the proposed formulation is complemented by four additional typical case studies presented herein; for each case, a comparative study is carried out between numerical predictions and the experimental data which reveals good agreement. Such evidence validates the material characteristics upon which the FE model’s formulation is based and provides an alternative explanation regarding the behaviour of structural concrete and how it should be modelled which contradicts the presently (widely) accepted assumptions adopted in the majority of FE models used to predict the behaviour of concrete.
W. Furman,A. Baldin,A. Rogov,B. Guskov,E. Kostyukhov,I. Marin,M. Krivopustov,N. Gunddorin,N. Rebrova,S. Pavlov,V. Krasnov,V. Smirnov,A. Chinenov,B. Fonarev,M. Galanin,N. Ryazansiy,S. Solodchenkova,V. 한국물리학회 2011 THE JOURNAL OF THE KOREAN PHYSICAL SOCIETY Vol.59 No.23
Prompt and delayed neutrons (DN) from pulsed irradiation of geometrically identical natural uranium and lead targets by 1 and 4 GeV deuterons were measured at NUCLOTRON facility of Joint Institute for Nuclear Research. The massive hexagonal shaped targets were surrounded by 10 cm lead blanket. Neutrons were measured by the assembly of ^3He counters embedded in moderator and by threshold activation detectors. The DN decay curves were analysed for both targets and information on fission properties for massive (∼315 kg) uranium target was extracted. The obtained experimental information could be useful for verification of INC and transport codes. The results of this experiment are important for development of advanced ADS systems and other applications.
Radiation effect on the polymer-based capacitive relative humidity sensors
Shchemerov I.V.,Legotin S.A.,Lagov P.B.,Pavlov Y.S.,Tapero K.I.,Petrov A.S.,Sidelev A.V.,Stolbunov V.S.,Kulevoy T.V.,Letovaltseva M.E.,Murashev V.N.,Konovalov M.P.,Kirilov V.N. 한국원자력학회 2022 Nuclear Engineering and Technology Vol.54 No.8
The sensitivity of polymer-based capacitive relative humidity (RH) sensors after irradiation with neutrons, electrons and protons was measured. Degradation consists of the decreasing of the upper RH limit that can be measured. At the same time, low RH-level sensitivity is almost stable. After 30 krad of absorption dose, RH cut off is equal to 85% of max value, after 60 krade40%. Degradation reduces after annealing which indicates high radiation sensitivity of the internal circuit in comparison to RH-sensing polymer film