PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES
On the coast of the Russian Far East the climate is monsoon, which is most pro-nounced in the south and northeast waning. Seasonal change of oceanic and continental influence is reflected in the nature of the climate: summer is moderatelywarm and rainy, winter is cold and snowy. On Sakhalin winters...
Published in: | Science & Technique |
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Main Authors: | , , , , , , , |
Format: | Article in Journal/Newspaper |
Language: | Russian |
Published: |
Belarusian National Technical University
2018
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Subjects: | |
Online Access: | https://sat.bntu.by/jour/article/view/1495 https://doi.org/10.21122/2227-1031-2018-17-2-106-113 |
_version_ | 1821868003332980736 |
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author | E. E. Shalyi L. V. Kim S. N. Leonovich A. V. Stepanova Е. Е. Шалый Л. В. Ким С. Н. Леонович А. В. Степанова |
author_facet | E. E. Shalyi L. V. Kim S. N. Leonovich A. V. Stepanova Е. Е. Шалый Л. В. Ким С. Н. Леонович А. В. Степанова |
author_sort | E. E. Shalyi |
collection | Science & Technique |
container_issue | 2 |
container_start_page | 106 |
container_title | Science & Technique |
container_volume | 17 |
description | On the coast of the Russian Far East the climate is monsoon, which is most pro-nounced in the south and northeast waning. Seasonal change of oceanic and continental influence is reflected in the nature of the climate: summer is moderatelywarm and rainy, winter is cold and snowy. On Sakhalin winters are less severe than on the mainland. In Kamchatka, where the winters are milder, the influence of the continental monsoon less. In the southern part of Primorye snow is so small that there is in the rivers spring flood. In the north of the Amur region, Sakhalin, Kamchatka rainfall and snowpack increases. In the summer is dominated by southeast wind, which spread to the continent moist Pacific air. During the year, between the Pacific Ocean and the south of the Far East there is an intensive exchange of air masses. Seasonal change of air currents is determined by the thermal contrast between the continent and the ocean. During the year passes over the area to an average of 100 cyclones (3–6 per month during the cold period, and up to 3 – warm), which are ac-companied by increased wind, cloudy weather with precipitation, and in late summer and early au-tumn, typhoons observed outputs. Typhoons are accompanied by stormy winds reaching speeds of over 40 m / sec. and heavy rains. A wide variety of observed in the distribution of precipitation. The Chukchi-Anadyr area for the warm period falls to 200–250 mm in the north of the Sea of Okhotsk – 400–500 mm, in intermountain basins up to 250–300 mm. To the south the amount of precipitation increases to 500 to 600 mm in the Amur region and 900–1000 mm on the western slopes of Sikhote Alin. In the course of the annual maximum rainfall in the second half of the summer, but there are rainy June and September. No wonder that in such conditions, corrosion, material of hydraulic structures is most intense. Concrete and cement stone reinforced concrete structures exposed to corrosive attack, particularly the aggressive action of CO2 common acid gas, which is to neutralize the surface ... |
format | Article in Journal/Newspaper |
genre | Anadyr Anadyr' Chukchi Kamchatka Sakhalin |
genre_facet | Anadyr Anadyr' Chukchi Kamchatka Sakhalin |
geographic | Okhotsk Pacific Anadyr Anadyr’ |
geographic_facet | Okhotsk Pacific Anadyr Anadyr’ |
id | ftjsat:oai:oai.sat.elpub.ru:article/1495 |
institution | Open Polar |
language | Russian |
long_lat | ENVELOPE(177.510,177.510,64.734,64.734) ENVELOPE(176.233,176.233,64.882,64.882) |
op_collection_id | ftjsat |
op_container_end_page | 113 |
op_doi | https://doi.org/10.21122/2227-1031-2018-17-2-106-113 https://doi.org/10.21122/2227-1031-2018-17-2 |
op_relation | https://sat.bntu.by/jour/article/view/1495/1396 Gehlen, C. Probabilistic Lebensdauerberechnung von Stahlbetonbauwerken – ZuverLassigkeitsbetrachtungen zur Wirksamen Vermeidung von Bewehrungskorrosion. RWTH-Aachen, 2000. Dura Crete: Probabilistic Performance Based Durability Design of Concrete Structures: Statistical Quantification of the Variables in the Limit State Functions. Report No BE 95-1347–2000. P. 62–63. Алексеев, С. Н. Коррозионная стойкость железобетонных конструкций в агрессивной промышленной сре- де / С. Н. Алексеев, Н. К. Розенталь. М.: Стройиздат, 1976. 205 с. Долговечность железобетона в агрессивных средах / С. Н. Алексеев [и др.]. М.: Стройиздат, 1990. 247 с. Dura Crete: Brite EuRam III Project BE95-1347. Report R4-5, Modeling of Degradation. 1998. Eurocode 1: DIN V ENV 1991. Grundlagen der Tragwerksplanung und Einwirkung auf Tragwerke. Teil 1–4. 1991. Eurocode 2: Design of Concrete Structures. Part 1–1: General Rules and Rules for Buildings: EN 1992-1-1:2004 (E). Brussels: European Committee for Standardization, 2004. 225 p. Roberts, M. H. Carbonation of Concrete Made with Dense Natural Aggregates IP6/81. Building Research Establishment, Garston, 1981 Durable Concrete Structures: Design Guide / СЕВ – Comite Euro International du Beton. London : Thomas Telford, 1992. Несущие и ограждающие конструкции: СНиП 3.03.01–87. Введ. 01.07.1988. М.: ЦНИИОМТП, 1987. 190 с. Методика расчетного прогнозирования срока службы железобетонных пролетных строений автодорожных мостов. М.: Информавтодор, «Росавтодор» Минтранса, 2002. 140 с. https://sat.bntu.by/jour/article/view/1495 doi:10.21122/2227-1031-2018-17-2-106-113 |
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op_source | Science & Technique; Том 17, № 2 (2018); 106-113 НАУКА и ТЕХНИКА; Том 17, № 2 (2018); 106-113 2414-0392 2227-1031 10.21122/2227-1031-2018-17-2 |
publishDate | 2018 |
publisher | Belarusian National Technical University |
record_format | openpolar |
spelling | ftjsat:oai:oai.sat.elpub.ru:article/1495 2025-01-16T18:55:02+00:00 PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES ВЕРОЯТНОСТНЫЙ РАСЧЕТ ГЛУБИНЫ И РАСПРОСТРАНЕНИЯ ФРОНТА КАРБОНИЗАЦИИ В БЕТОНЕ ГИДРОТЕХНИЧЕСКИХ СООРУЖЕНИЙ E. E. Shalyi L. V. Kim S. N. Leonovich A. V. Stepanova Е. Е. Шалый Л. В. Ким С. Н. Леонович А. В. Степанова 2018-04-13 application/pdf https://sat.bntu.by/jour/article/view/1495 https://doi.org/10.21122/2227-1031-2018-17-2-106-113 rus rus Belarusian National Technical University https://sat.bntu.by/jour/article/view/1495/1396 Gehlen, C. Probabilistic Lebensdauerberechnung von Stahlbetonbauwerken – ZuverLassigkeitsbetrachtungen zur Wirksamen Vermeidung von Bewehrungskorrosion. RWTH-Aachen, 2000. Dura Crete: Probabilistic Performance Based Durability Design of Concrete Structures: Statistical Quantification of the Variables in the Limit State Functions. Report No BE 95-1347–2000. P. 62–63. Алексеев, С. Н. Коррозионная стойкость железобетонных конструкций в агрессивной промышленной сре- де / С. Н. Алексеев, Н. К. Розенталь. М.: Стройиздат, 1976. 205 с. Долговечность железобетона в агрессивных средах / С. Н. Алексеев [и др.]. М.: Стройиздат, 1990. 247 с. Dura Crete: Brite EuRam III Project BE95-1347. Report R4-5, Modeling of Degradation. 1998. Eurocode 1: DIN V ENV 1991. Grundlagen der Tragwerksplanung und Einwirkung auf Tragwerke. Teil 1–4. 1991. Eurocode 2: Design of Concrete Structures. Part 1–1: General Rules and Rules for Buildings: EN 1992-1-1:2004 (E). Brussels: European Committee for Standardization, 2004. 225 p. Roberts, M. H. Carbonation of Concrete Made with Dense Natural Aggregates IP6/81. Building Research Establishment, Garston, 1981 Durable Concrete Structures: Design Guide / СЕВ – Comite Euro International du Beton. London : Thomas Telford, 1992. Несущие и ограждающие конструкции: СНиП 3.03.01–87. Введ. 01.07.1988. М.: ЦНИИОМТП, 1987. 190 с. Методика расчетного прогнозирования срока службы железобетонных пролетных строений автодорожных мостов. М.: Информавтодор, «Росавтодор» Минтранса, 2002. 140 с. https://sat.bntu.by/jour/article/view/1495 doi:10.21122/2227-1031-2018-17-2-106-113 Authors who publish with this journal agree to the following terms:Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access). Авторы, публикующие в данном журнале, соглашаются со следующим:Авторы сохраняют за собой авторские права на работу и предоставляют журналу право первой публикации работы на условиях лицензии Creative Commons Attribution License, которая позволяет другим распространять данную работу с обязательным сохранением ссылок на авторов оригинальной работы и оригинальную публикацию в этом журнале.Авторы сохраняют право заключать отдельные контрактные договорённости, касающиеся не-эксклюзивного распространения версии работы в опубликованном здесь виде (например, размещение ее в институтском хранилище, публикацию в книге), со ссылкой на ее оригинальную публикацию в этом журнале.Авторы имеют право размещать их работу в сети Интернет (например в институтском хранилище или персональном сайте) до и во время процесса рассмотрения ее данным журналом, так как это может привести к продуктивному обсуждению и большему количеству ссылок на данную работу (См. The Effect of Open Access). CC-BY Science & Technique; Том 17, № 2 (2018); 106-113 НАУКА и ТЕХНИКА; Том 17, № 2 (2018); 106-113 2414-0392 2227-1031 10.21122/2227-1031-2018-17-2 коррозия reinforcement chlorides corrosion арматура хлориды info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion 2018 ftjsat https://doi.org/10.21122/2227-1031-2018-17-2-106-113 https://doi.org/10.21122/2227-1031-2018-17-2 2022-09-18T08:55:49Z On the coast of the Russian Far East the climate is monsoon, which is most pro-nounced in the south and northeast waning. Seasonal change of oceanic and continental influence is reflected in the nature of the climate: summer is moderatelywarm and rainy, winter is cold and snowy. On Sakhalin winters are less severe than on the mainland. In Kamchatka, where the winters are milder, the influence of the continental monsoon less. In the southern part of Primorye snow is so small that there is in the rivers spring flood. In the north of the Amur region, Sakhalin, Kamchatka rainfall and snowpack increases. In the summer is dominated by southeast wind, which spread to the continent moist Pacific air. During the year, between the Pacific Ocean and the south of the Far East there is an intensive exchange of air masses. Seasonal change of air currents is determined by the thermal contrast between the continent and the ocean. During the year passes over the area to an average of 100 cyclones (3–6 per month during the cold period, and up to 3 – warm), which are ac-companied by increased wind, cloudy weather with precipitation, and in late summer and early au-tumn, typhoons observed outputs. Typhoons are accompanied by stormy winds reaching speeds of over 40 m / sec. and heavy rains. A wide variety of observed in the distribution of precipitation. The Chukchi-Anadyr area for the warm period falls to 200–250 mm in the north of the Sea of Okhotsk – 400–500 mm, in intermountain basins up to 250–300 mm. To the south the amount of precipitation increases to 500 to 600 mm in the Amur region and 900–1000 mm on the western slopes of Sikhote Alin. In the course of the annual maximum rainfall in the second half of the summer, but there are rainy June and September. No wonder that in such conditions, corrosion, material of hydraulic structures is most intense. Concrete and cement stone reinforced concrete structures exposed to corrosive attack, particularly the aggressive action of CO2 common acid gas, which is to neutralize the surface ... Article in Journal/Newspaper Anadyr Anadyr' Chukchi Kamchatka Sakhalin Science & Technique Okhotsk Pacific Anadyr ENVELOPE(177.510,177.510,64.734,64.734) Anadyr’ ENVELOPE(176.233,176.233,64.882,64.882) Science & Technique 17 2 106 113 |
spellingShingle | коррозия reinforcement chlorides corrosion арматура хлориды E. E. Shalyi L. V. Kim S. N. Leonovich A. V. Stepanova Е. Е. Шалый Л. В. Ким С. Н. Леонович А. В. Степанова PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES |
title | PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES |
title_full | PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES |
title_fullStr | PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES |
title_full_unstemmed | PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES |
title_short | PROBABILISTIC ANALYSIS OF DEPTH AND CARBONATION FRONT DEVELOPMENT IN CONCRETE OF MARINE STRUCTURES |
title_sort | probabilistic analysis of depth and carbonation front development in concrete of marine structures |
topic | коррозия reinforcement chlorides corrosion арматура хлориды |
topic_facet | коррозия reinforcement chlorides corrosion арматура хлориды |
url | https://sat.bntu.by/jour/article/view/1495 https://doi.org/10.21122/2227-1031-2018-17-2-106-113 |