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1

Corrosion of RC beams during time

Blikharskyy Yaroslav, Khmil Roman, Blikharskyy Zinoviy

Quality Production Improvement - QPI

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2019

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Vol. 1, Iss. 1

311--318

EN

This article presented results of impact corrosion on reinforce concrete beams during time with previous loading. Before testing the RC beams were loaded by 37% and 75% from bearing-capacity load of undamaged corrosion beams. There were tested two types of beams. First type beams were tested under force loading action and second type beams were tested under force loading and corrosion action. As an aggressive environment were used the 10% solution of sulfuric acid H2SO4. Such environment takes place in separate chemical manufactures, galvanic workshops, flue pipes of thermal power plants. The results of experimental studies have established that the effect of the aggressive environment with simultaneous loading significantly impairs the stress-strain state of reinforced concrete beams. Bearing capacity due to the yielding of reinforcement bars for specimens with the simultaneous action of aggressive environment and previous loading of 37% and 75% takes place on 51…53 and 58…60 days. The destruction of these specimens, by crushing compressive concrete, at previous loading 37% occurred after 75…79 and at previous loading 75% - after 79…88 days. The history loading does not impact significantly on beams failure, on finite deflections and timing exhaustion bearing capacity since the start of the simultaneous action of aggressive environment and loading.

2

The influence of the damaged reinforcing bars on the stress-strain state of the rein-forced concrete beams

Blikharskyy Z., Shnal T., Khmil R.

Production Engineering Archives

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2017

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Vol. 14

23--26

EN

The article is devoted to the overall view of experimental research of reinforced concrete beams with the simultaneous influence of the corrosion environment and loading. The tests have been carried out upon the reinforced concrete specimens considering the corrosion in the acid environment, namely 10 % H2SO4 that have been taken as a model of the aggressive environment. The beams are with span equalling to 1,9m with different series of tensile armature, concrete compressive strength and different length of impact of corrosion (continuous and local). The influence of simultaneous action of the aggressive environment and loading on strength of reinforced-concrete beams has been described. For a detailed study of the effect of individual components there was suggested additional experimental modelling of the only tensile armature damage without concrete damage. It will investigate the influence of this factor irrespective of the concrete.

3

Zaprawy odporne na środowiska agresywne

Januszewski M.

Rocznik Ochrona Środowiska

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2009

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Tom 11

497-506

PL

Problem utrzymania oraz należytego wykonania obiektów betonowych i żelbetowych jest w ostatnich latach bardzo istotnym argumentem prowadzącym do tworzenia coraz to nowych, lepszych materiałów. Zagadnienia odpowiedniej ochrony budowli przed ciekłymi środowiskami agresywnymi i czynnikami atmosferycznymi są na tyle istotne, że poświęca się im coraz więcej miejsca w różnego rodzaju publikacjach. Uszkodzenia betonu najczęściej są spowodowane: 1.oddziaływaniem chemicznym (głównie kwasów - soli odladzających, a także chlorków), 2.oddziaływaniem mechanicznym, 3. szkody spowodowane cyklicznym zamrażaniem i rozmrażaniem.

EN

This paper presents the results of the investigations of concrete on the basis of various cements available on the building market and subject to the influence of various aggressive environments (chloride, sulfate and ammonium). Considering a wide scale of the issue, attention was paid to basic tests (compression and bending) of samples after 28, 60, 90 and 180 days of their stay in an aggressive environment. The tests demonstrated that the phase composition of cements, and especially of the main components (alite, belite, celite and brownmillerite) have a fundamental influence on the durability of concrete exposed to any aggression. The images of the microstructure show differences in the created post-hydration forms and suggest the influence of aggressive environments on the cement stone set. Small quantities of calcium hydroxide and Friedel's salt have an advantageous influence on the effectiveness of the protection of concrete by a significant concentration of the microstructure and smaller pores in the material. As consequence, the possibility is limited for aggressive ions to penetrate deeper parts of the materials, which results in its better protection. Another conclusion from the investigations carried out is the greatest versatility of the application of CEM III/A 42,5 HSR/NA metallurgical cement, whose application with a low content of lime tri-carbonate silicate on the level of 29.29 per cent and a relatively large content of lime tri-carbonate aluminate (4.67%) gives statistically the best results in the form of concrete protection from among all the cements tested.

4

Badania degradacji powłok aluminiowych w środowisku nawęglającym.

Podolski P.

Inżynieria Materiałowa

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2002

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R. XXIII, nr 5

421-425

PL

W badaniach wykorzystano cztery rodzaje wysokostopowych stali żaroodpornych H25N20S2.2H17 i H13JS. Grubość wytworzonych powłok aluminiowych malała ze wzrostem ilości pierwiastków stopowych zawartych w podłożu. W kolejnych cyklach nawęglania na żadnym z badanych podłoży nie stwierdzono występowania odwarstwienia, nieciągłości lub innych uszkodzeń powłoki. Świadczy to o dobrej "współpracy" powłoki aluminiowej z wysokostopowymi stalami żaroodpornymi eksploatowanymi w badanym środowisku. Wstępne wygrzewanie ustabilizowało strukturę zwiększając przy tym grubość poszczególnych powłok. Pozwoliło to prawdopodobnie na uzyskanie lepszych własności ochronnych, poprawiając skuteczność ochrony w wysokotemperaturowej atmosferze zawierającej nośniki węgla.

EN

Four types of high-alloyed heat-resisting steels: H25N20S2, 2H17 and H13JS were used in the tests. Thickness of the aluminium coatings formed decreased with an increase in the amount of alloying elements present in the substrate. In the successive cycles of carbonizing on any of the substrates tested no exfoliation, discontinuity or other damages of a coating were found. It confirms a good "co-operation" of the aluminium coating with high-alloyed heat-resisting steels operating in the given medium. Pre-heating stabilized the structure and increased thickness of particular coatings. It, probably, enabled to obtain better protective properties, improving protection efficiency in the high temperature atmosphere containing carbon carriers.