164 research outputs found

    Alternative Energy Storage

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    On a q-difference Painlev\'e III equation: II. Rational solutions

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    Rational solutions for a qq-difference analogue of the Painlev\'e III equation are considered. A Determinant formula of Jacobi-Trudi type for the solutions is constructed.Comment: Archive version is already official. Published by JNMP at http://www.sm.luth.se/math/JNMP

    The current approaches to initial caries prophylaxis in pregnant women

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    The article deals the specificities of the kallikrein-4 (KLK-4) gene genotypes distribution into the allelic polymorphisms at the mutant points: G2664153A and G2142A in pregnant women of less 30 and more 30 years old age groups have been found out. The results of the investigation allow us to affirm that by revealing KLK-4 gene polymorphisms A/A and G/A in pregnant women in spite of applying the ternary calcium-phosphate-fluoride-containing gel for teeth the rate of tooth decay growth increases, and parameters of oral fluid deposition alter.Π’ ΡΡ‚Π°Ρ‚ΡŒΠ΅ рассмотрСны особСнности распрСдСлСния Π³Π΅Π½ΠΎΡ‚ΠΈΠΏΠΎΠ² Π³Π΅Π½Π° ΠΊΠ°Π»Π»ΠΈΠΊΡ€Π΅ΠΈΠ½Π°-4(KLK-4) ΠΏΠΎ Π°Π»Π»Π΅Π»ΡŒΠ½Ρ‹ΠΌ ΠΏΠΎΠ»ΠΈΠΌΠΎΡ€Ρ„ΠΈΠ·ΠΌΠ°ΠΌ Π² ΠΌΡƒΡ‚Π°Π½Ρ‚Π½Ρ‹Ρ… Ρ‚ΠΎΡ‡ΠΊΠ°Ρ…: G2664153A ΠΈ G2142A Ρƒ Π±Π΅Ρ€Π΅ΠΌΠ΅Π½Π½Ρ‹Ρ… ΠΆΠ΅Π½Ρ‰ΠΈΠ½. Π Π΅Π·ΡƒΠ»ΡŒΡ‚Π°Ρ‚Ρ‹ исслСдования ΠΏΠΎΠ·Π²ΠΎΠ»ΡΡŽΡ‚ ΡƒΡ‚Π²Π΅Ρ€ΠΆΠ΄Π°Ρ‚ΡŒ, Ρ‡Ρ‚ΠΎ ΠΏΡ€ΠΈ выявлСнии ΠΏΠΎΠ»ΠΈΠΌΠΎΡ€Ρ„ΠΈΠ·ΠΌΠΎΠ² А/Аи G/A Π³Π΅Π½Π°KLK4 Ρƒ Π±Π΅Ρ€Π΅ΠΌΠ΅Π½Π½Ρ‹Ρ…, нСсмотря Π½Π° Π°ΠΏΠΏΠ»ΠΈΠΊΠ°Ρ†ΠΈΠΈ Π½Π° Π·ΡƒΠ±Ρ‹ Ρ‚Ρ€Ρ‘Ρ…ΠΊΠΎΠΌΠΏΠΎΠ½Π΅Π½Ρ‚Π½ΠΎΠ³ΠΎ ΠΊΠ°Π»ΡŒΡ†ΠΈΠΉΡ„ΠΎΡΡ„Π°Ρ‚-Ρ„Ρ‚ΠΎΡ€-содСрТащСго гСля, увСличиваСтся Ρ‚Π΅ΠΌΠΏ прироста кариСса, Π° Ρ‚Π°ΠΊΠΆΠ΅ ΠΈΠ·ΠΌΠ΅Π½ΡΡŽΡ‚ΡΡ ряд ΠΏΠ°Ρ€Π°ΠΌΠ΅Ρ‚Ρ€ΠΎΠ² Ρ€ΠΎΡ‚ΠΎΠ²ΠΎΠΉ Тидкости

    Peculiarities of the course of dental caries in pregnant women of different age

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    Clinical course of dental caries during pregnancy has some peculiarities. However, significant differences in indicators to characterize oral hygiene and teeth soft plaque cariogenicity between the studied groups have not been revealed. In analyzing the prevalence of caries resistance levels allocation among pregnant women aged up to 30 years the representatives of high, average, and low resistance levels have been noticed. In the group of pregnant women aged above 30 years the patients with average, low, and very low levels of caries resistance have been presented. During the observation period, some caries resistance worsening has been determined in both age groups. Herein there was changing the average level into the low one, as well as the low level into the very low one at the age group above 30 years. In the age group up to 30 years the transition of the high level caries resistance to the average one, but the average level into the low level has been occurred. In this connection, there is the assumption that tissue resistance of teeth enamels likely to be primarily determined by its physicochemical parameters caused by genetics. The role of oral fluid as the medium surrounding teeth is likely to have importance. Advanced studying the oral cavity organs and tissues state in pregnant women allowed to implement a strategy of individualized approach to the early dental caries diagnostics in such category of patients, and to determine their stomatological curing peculiarities

    The necessary reasonableness of the differentiated approach in administrating some caries prophylaxis remedies for pregnant women

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    The effectiveness of caries prophylaxis medications and methods for pregnant women often proves to be insufficient, it should be emphasized the difficulty of predicting the course of tooth decay during pregnancy, and detecting both susceptibility and resistance of dental enamel to be influenced by the cariogenic factors in the oral cavity. Due to it the results of clinical findings to be characteristic of the teeth hard tissues condition in pregnant women must be interpreted in the molecular genetic terms exactly. Such approach makes it possible to develop a whole range of some effective, particularly individualized, preventive measures among pregnant women, and therefore to have the significant impact on antenatal prognosing such disorder.Π­Ρ„Ρ„Π΅ΠΊΡ‚ΠΈΠ²Π½ΠΎΡΡ‚ΡŒ ΠΏΡ€Π΅Π΄Π»Π°Π³Π°Π΅ΠΌΡ‹Ρ… Π½Π° сСгодняшний дСнь срСдств ΠΈ ΠΌΠ΅Ρ‚ΠΎΠ΄ΠΎΠ² ΠΏΡ€ΠΎΡ„ΠΈΠ»Π°ΠΊΡ‚ΠΈΠΊΠΈ кариСса Ρƒ Π±Π΅Ρ€Π΅ΠΌΠ΅Π½Π½Ρ‹Ρ… Π·Π°Ρ‡Π°ΡΡ‚ΡƒΡŽ оказываСтся нСдостаточной. Особо слСдуСт ΠΏΠΎΠ΄Ρ‡Π΅Ρ€ΠΊΠ½ΡƒΡ‚ΡŒ Ρ‚Ρ€ΡƒΠ΄Π½ΠΎΡΡ‚ΡŒ прогнозирования тСчСния кариСса Π²ΠΎ врСмя бСрСмСнности, выявлСния прСдрасполоТСнности ΠΈΠ»ΠΈ устойчивости Π·ΡƒΠ±Π½ΠΎΠΉ эмали ΠΊ Π΄Π΅ΠΉΡΡ‚Π²ΠΈΡŽ кариСсогСнных Ρ„Π°ΠΊΡ‚ΠΎΡ€ΠΎΠ² полости Ρ€Ρ‚Π°. Π’ связи с этим, ΠΈΠΌΠ΅Π½Π½ΠΎ с молСкулярно-гСнСтичСских ΠΏΠΎΠ·ΠΈΡ†ΠΈΠΉ Π΄ΠΎΠ»ΠΆΠ½Ρ‹ Π±Ρ‹Ρ‚ΡŒ ΠΈΠ½Ρ‚Π΅Ρ€ΠΏΡ€Π΅Ρ‚ΠΈΡ€ΠΎΠ²Π°Π½Ρ‹ Ρ€Π΅Π·ΡƒΠ»ΡŒΡ‚Π°Ρ‚Ρ‹ клиничСских ΠΏΠΎΠΊΠ°Π·Π°Ρ‚Π΅Π»Π΅ΠΉ, Ρ…Π°Ρ€Π°ΠΊΡ‚Π΅Ρ€ΠΈΠ·ΡƒΡŽΡ‰ΠΈΡ… состояниС Ρ‚Π²Ρ‘Ρ€Π΄Ρ‹Ρ… Ρ‚ΠΊΠ°Π½Π΅ΠΉ Π·ΡƒΠ±ΠΎΠ² Π±Π΅Ρ€Π΅ΠΌΠ΅Π½Π½Ρ‹Ρ…. Π’Π°ΠΊΠΎΠΉ ΠΏΠΎΠ΄Ρ…ΠΎΠ΄ ΠΏΠΎΠ·Π²ΠΎΠ»ΠΈΡ‚ Ρ€Π°Π·Ρ€Π°Π±ΠΎΡ‚Π°Ρ‚ΡŒ комплСкс эффСктивных, сугубо ΠΈΠ½Π΄ΠΈΠ²ΠΈΠ΄ΡƒΠ°Π»ΠΈΠ·ΠΈΡ€ΠΎΠ²Π°Π½Π½Ρ‹Ρ…, профилактичСских мСроприятий срСди Π±Π΅Ρ€Π΅ΠΌΠ΅Π½Π½Ρ‹Ρ…, Π°, ΡΠ»Π΅Π΄ΠΎΠ²Π°Ρ‚Π΅Π»ΡŒΠ½ΠΎ, ΠΎΠΊΠ°Π·Ρ‹Π²Π°Ρ‚ΡŒ сущСствСнноС влияниС Π½Π° Π°Π½Ρ‚Π΅Π½Π°Ρ‚Π°Π»ΡŒΠ½Ρ‹ΠΉ ΠΏΡ€ΠΎΠ³Π½ΠΎΠ· этого заболСвания

    ΠœΠΎΠ΄Π΅Π»ΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅ ΠΈ числСнноС Ρ€Π΅ΡˆΠ΅Π½ΠΈΠ΅ Π·Π°Π΄Π°Ρ‡ΠΈ с односторонними связями ΠΈ Ρ‚Ρ€Π΅Π½ΠΈΠ΅ΠΌ ΠΏΡ€ΠΈ динамичСском дСйствии Π½Π°Π³Ρ€ΡƒΠ·ΠΊΠΈ

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    Problems with unilateral constraints are not uncommon in the practice of calculatingΒ  building construction and structures. Certain difficulties in solving them arise during contact friction, as well as the dynamic action of the load. It is known that such problems from a mathematical point of view s are not correct enough, their solution becomes more complicated and depends on the history of loading and deformation of the structure. At the same time, the ability to take into account the complex working conditions of the structure makes its calculation more complete and accurate. The paper considers the solution ofΒ  a dynamic contact problem on the basis of the finite element method and the step-by-step loading method. Unilateral constraints with Coulomb friction are modeled using contact finite elements of a frame-rod type. The method of compensating loads is applied in order to comply with the limitations under ultimate friction-sliding conditions. Based on the considered discrete contact model and the step-by-step analysis method, a numerical algorithm has been developed, which allows in one step-by-step process to integrate simultaneously the equations of motion and implement contact conditions with Coulomb friction. With the help of the proposed approach, numerical solutions of the problem pertaining to a structure contact with the base have been obtained and analyzed at various parameters of dynamic load. Comparison of the results with the solution obtained by the well-known iteration method on the ultimate friction forces allows to conclude about the efficiency and reliability of the developed algorithm under complex contact conditions and dynamic loading.Π—Π°Π΄Π°Ρ‡ΠΈ с односторонними связями Π½Π΅Ρ€Π΅Π΄ΠΊΠΈ Π² ΠΏΡ€Π°ΠΊΡ‚ΠΈΠΊΠ΅ расчСтов ΡΡ‚Ρ€ΠΎΠΈΡ‚Π΅Π»ΡŒΠ½Ρ‹Ρ… конструкций ΠΈ сооруТСний. ΠžΠΏΡ€Π΅Π΄Π΅Π»Π΅Π½Π½Ρ‹Π΅ трудности Π² ΠΈΡ… Ρ€Π΅ΡˆΠ΅Π½ΠΈΠΈ Π²ΠΎΠ·Π½ΠΈΠΊΠ°ΡŽΡ‚ ΠΏΡ€ΠΈ Ρ‚Ρ€Π΅Π½ΠΈΠΈ Π½Π° ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π΅, Π° Ρ‚Π°ΠΊΠΆΠ΅ ΠΏΡ€ΠΈ динамичСском дСйствии Π½Π°Π³Ρ€ΡƒΠ·ΠΊΠΈ. Π˜Π·Π²Π΅ΡΡ‚Π½ΠΎ, Ρ‡Ρ‚ΠΎ Ρ‚Π°ΠΊΠΈΠ΅ Π·Π°Π΄Π°Ρ‡ΠΈ с матСматичСской Ρ‚ΠΎΡ‡ΠΊΠΈ зрСния ΡΠ²Π»ΡΡŽΡ‚ΡΡ нСдостаточно ΠΊΠΎΡ€Ρ€Π΅ΠΊΡ‚Π½Ρ‹ΠΌΠΈ, Ρ€Π΅ΡˆΠ΅Π½ΠΈΠ΅ ΠΈΡ… услоТняСтся ΠΈ зависит ΠΎΡ‚ истории нагруТСния ΠΈ дСформирования конструкции. Π’ Ρ‚ΠΎ ΠΆΠ΅ врСмя Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡ‚ΡŒ ΡƒΡ‡Π΅Ρ‚Π° слоТных условий Ρ€Π°Π±ΠΎΡ‚Ρ‹ конструкции Π΄Π΅Π»Π°Π΅Ρ‚ Π΅Π΅ расчСт Π±ΠΎΠ»Π΅Π΅ ΠΏΠΎΠ»Π½Ρ‹ΠΌ ΠΈ Ρ‚ΠΎΡ‡Π½Ρ‹ΠΌ. Π’ ΡΡ‚Π°Ρ‚ΡŒΠ΅ рассмотрСно Ρ€Π΅ΡˆΠ΅Π½ΠΈΠ΅ динамичСской ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π½ΠΎΠΉ Π·Π°Π΄Π°Ρ‡ΠΈ Π½Π° основС ΠΌΠ΅Ρ‚ΠΎΠ΄Π° ΠΊΠΎΠ½Π΅Ρ‡Π½Ρ‹Ρ… элСмСнтов ΠΈ ΠΌΠ΅Ρ‚ΠΎΠ΄Π° шагового нагруТСния. ΠžΠ΄Π½ΠΎΡΡ‚ΠΎΡ€ΠΎΠ½Π½ΠΈΠ΅ связи с кулоновским Ρ‚Ρ€Π΅Π½ΠΈΠ΅ΠΌ ΠΌΠΎΠ΄Π΅Π»ΠΈΡ€ΡƒΡŽΡ‚ΡΡ с ΠΏΠΎΠΌΠΎΡ‰ΡŒΡŽ ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π½Ρ‹Ρ… ΠΊΠΎΠ½Π΅Ρ‡Π½Ρ‹Ρ… элСмСнтов Ρ€Π°ΠΌΠ½ΠΎ-стСрТнСвого Ρ‚ΠΈΠΏΠ°. Для соблюдСния ΠΎΠ³Ρ€Π°Π½ΠΈΡ‡Π΅Π½ΠΈΠΉ Π² условиях ΠΏΠΎ ΠΏΡ€Π΅Π΄Π΅Π»ΡŒΠ½ΠΎΠΌΡƒ Ρ‚Ρ€Π΅Π½ΠΈΡŽ-скольТСнию примСняСтся способ ΠΊΠΎΠΌΠΏΠ΅Π½ΡΠΈΡ€ΡƒΡŽΡ‰ΠΈΡ… Π½Π°Π³Ρ€ΡƒΠ·ΠΎΠΊ. На основС рассмотрСнной дискрСтной ΠΌΠΎΠ΄Π΅Π»ΠΈ ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π° ΠΈ ΠΌΠ΅Ρ‚ΠΎΠ΄Π° пошагового Π°Π½Π°Π»ΠΈΠ·Π° Ρ€Π°Π·Ρ€Π°Π±ΠΎΡ‚Π°Π½ числСнный Π°Π»Π³ΠΎΡ€ΠΈΡ‚ΠΌ, ΠΏΠΎΠ·Π²ΠΎΠ»ΡΡŽΡ‰ΠΈΠΉ Π² ΠΎΠ΄Π½ΠΎΠΌ пошаговом процСссС Π²Ρ‹ΠΏΠΎΠ»Π½ΡΡ‚ΡŒ ΠΎΠ΄Π½ΠΎΠ²Ρ€Π΅ΠΌΠ΅Π½Π½ΠΎ ΠΈΠ½Ρ‚Π΅Π³Ρ€ΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅ ΡƒΡ€Π°Π²Π½Π΅Π½ΠΈΠΉ двиТСния ΠΈ Ρ€Π΅Π°Π»ΠΈΠ·Π°Ρ†ΠΈΡŽ ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π½Ρ‹Ρ… условий с Ρ‚Ρ€Π΅Π½ΠΈΠ΅ΠΌ ΠšΡƒΠ»ΠΎΠ½Π°. Π‘ ΠΏΠΎΠΌΠΎΡ‰ΡŒΡŽ ΠΏΡ€Π΅Π΄Π»ΠΎΠΆΠ΅Π½Π½ΠΎΠ³ΠΎ ΠΏΠΎΠ΄Ρ…ΠΎΠ΄Π° ΠΏΠΎΠ»ΡƒΡ‡Π΅Π½Ρ‹ ΠΈ ΠΏΡ€ΠΎΠ°Π½Π°Π»ΠΈΠ·ΠΈΡ€ΠΎΠ²Π°Π½Ρ‹ числСнныС Ρ€Π΅ΡˆΠ΅Π½ΠΈΡ Π·Π°Π΄Π°Ρ‡ΠΈ ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π° сооруТСния с основаниСм ΠΏΡ€ΠΈ Ρ€Π°Π·Π»ΠΈΡ‡Π½Ρ‹Ρ… ΠΏΠ°Ρ€Π°ΠΌΠ΅Ρ‚Ρ€Π°Ρ… динамичСской Π½Π°Π³Ρ€ΡƒΠ·ΠΊΠΈ. Π‘Ρ€Π°Π²Π½Π΅Π½ΠΈΠ΅ Ρ€Π΅Π·ΡƒΠ»ΡŒΡ‚Π°Ρ‚ΠΎΠ² с Ρ€Π΅ΡˆΠ΅Π½ΠΈΠ΅ΠΌ, Π²Ρ‹ΠΏΠΎΠ»Π½Π΅Π½Π½Ρ‹ΠΌ извСстным ΠΌΠ΅Ρ‚ΠΎΠ΄ΠΎΠΌ ΠΈΡ‚Π΅Ρ€Π°Ρ†ΠΈΠΉ ΠΏΠΎ ΠΏΡ€Π΅Π΄Π΅Π»ΡŒΠ½Ρ‹ΠΌ силам трСния, позволяСт ΡΠ΄Π΅Π»Π°Ρ‚ΡŒ Π²Ρ‹Π²ΠΎΠ΄ ΠΎΠ± эффСктивности ΠΈ надСТности Ρ€Π°Π·Ρ€Π°Π±ΠΎΡ‚Π°Π½Π½ΠΎΠ³ΠΎ Π°Π»Π³ΠΎΡ€ΠΈΡ‚ΠΌΠ° ΠΏΡ€ΠΈ слоТных условиях ΠΊΠΎΠ½Ρ‚Π°ΠΊΡ‚Π° ΠΈ динамичСском Π½Π°Π³Ρ€ΡƒΠΆΠ΅Π½ΠΈ
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