AbstractAbstract
[en] The mechanical properties and the responses of reinforced concrete structural members and structures subjected to impact or impulsive loadings are the synthesis of the respective constituent materials, concrete and reinforcement, and bond action which are strongly affected by rate effects and propagating stress waves. The rate effects, mentioned above, appear in the changes of their constitutive relations and failure criteria, and also the behavior of crack propagation in concrete. In the case of explosion, the high temperature behavior of constituent materials influences the responses of reinforced concrete structural members and structures. (orig.)
[de]
Die mechanischen Eigenschaften und die Reaktionen von Stahlbeton-Bauteilen und -Baukonstruktionen unter Stoss- und Impulsbelastung ergeben sich aus den Eigenschaften der jeweiligen Materialkomponenten (Beton und Bewehrung) und der Verbundfestigkeit, die saemtlich stark durch Geschwindigkeitseffekte und die auftretenden Spannungswellen beeinflusst werden. Die genannten Geschwindigkeitseffekte fuehren zu veraenderten Stoffgesetzen und Bruchkriterien und beeinflussen ebenfalls die Rissausbreitung im Beton. Bei Explosionen sind die Reaktionen von Stahlbeton-Bauteilen und -Baukonstruktionen ausserdem vom Temperaturverhalten der Materialkomponenten abhaengig. (orig.)Primary Subject
Secondary Subject
Source
Plauk, G. (ed.); Bundesanstalt fuer Materialpruefung, Berlin (Germany, F.R.); 656 p; May 1982; p. 83-91; Symposium on concrete structures under impact and impulsive loading; Berlin (Germany, F.R.); 2 - 4 Jun 1982
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AbstractAbstract
[en] The deformation and fracture modes of reinforced concrete structural members and structures subjected to impact or impulsive loadings are of great multiplicity by mainly the application speed of these loadings. It is considered that the multiplicity, mentioned above, is attributed by the rate effects on the constitutive equations and failure criteria of concrete, reinforcement and bond action and existing stress waves, because the magnitude of the rate effects and the stress waves have different tendencies respectively with the increment of speed of loadings. This paper deals with the study on the estimation of the sorts and magnitude of the responses of the reinforced concrete structural members and structures subjected to various types of impact or explosion. (orig.)
[de]
Das Verformungs- und Bruchverhalten von Stahlbeton-Bauteilen und -Baukonstruktionen unter Stoss- und Impulsbelastung haengen wesentlich von der Belastungsgeschwindigkeit ab, wobei Geschwindigkeitseinfluss und Spannungswellen bei einer Aenderung der Belastungsgeschwindigkeit unterschiedliche Auswirkungen haben. Dieser Beitrag behandelt Untersuchungen zur Bestimmung des Verhaltens von Stahlbeton-Bauteilen und -Baukonstruktionen unter Stosseinwirkung verschiedener Art. (orig.)Primary Subject
Source
Plauk, G. (ed.); Bundesanstalt fuer Materialpruefung, Berlin (Germany, F.R.); 656 p; May 1982; p. 289-295; Symposium on concrete structures under impact and impulsive loading; Berlin (Germany, F.R.); 2 - 4 Jun 1982
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AbstractAbstract
[en] The responses of structural members and structures subjected to impact or impulsive loadings are generated by the interaction between acting bodies and structures, and the interaction is affected by many factors, e.g. the relations of masses, sizes, rigidities, etc. between acting bodies and structures and especially by relative velocity. The development of the responses of structural members and structures are controlled by the constitutive equations and failure criteria of constituent materials, the relationships of cowork system between the constituent materials and existing stress waves. Furthermore, the first two are influenced by rate effects and they all widely change by the speeds of impact and impulsive loadings. This paper deals with the physical meaning of the responses of structures under impact and impulsive loadings. (orig.)
[de]
Die Reaktionen von Bauteilen und Baukonstruktionen unter Stoss- oder Impulsbelastung entstehen durch Wechselwirkung zwischen den einwirkenden Koerpern und den Konstruktionen, wobei die Wechselwirkung von zahlreichen Faktoren abhaengt, z.B. vom Verhaeltnis der Massen, Groessen, Steifigkeiten usw. des einwirkenden Koerpers und der Baukonstruktion, insbesondere aber von der Relativgeschwindigkeit. Der Ablauf der Reaktion in Bauteilen und Baukonstruktionen wird durch die konstitutiven Gleichungen und die Bruchkriterien der Materialkomponenten sowie der Kopplung zwischen Materialverhalten und den auftretenden Spannungswellen bestimmt. Saemtliche Einflussgroessen weisen eine ausgepraegte Abhaengigkeit von der Geschwindigkeit der Stoss- bzw. Impulsbelastung auf. (orig.)Primary Subject
Source
Plauk, G. (ed.); Bundesanstalt fuer Materialpruefung, Berlin (Germany, F.R.); 656 p; May 1982; p. 13-18; Symposium on concrete structures under impact and impulsive loading; Berlin (Germany, F.R.); 2 - 4 Jun 1982
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AbstractAbstract
[en] The responses of reinforced concrete structural members and structures subjected to impact or impulsive loadings are affected by the behavior of constituent concrete and reinforcement which are the synthesis of the rate effects and the contribution of propagating stress waves of them. The rate effects and the contribution of stress waves do not have the same tendency in the variation of magnitude of them with speed of impact or impulsive loadings. Therefore the rate effects, mentioned above, should be obtained by the tests minimized the effect of stress waves (high rate loading test). This paper deals with the testing techniques with high rate loadings and impact, and also reports the main results of these tests. (orig.)
[de]
Die Reaktionen von Stahlbeton-Bauteilen und -Baukonstruktionen unter Stoss- und Impulsbelastung werden durch das Verhalten von Beton und Bewehrung, das von Geschwindigkeitseffekten und von der Wirkung der auftretenden Spannungswellen abhaengt, beeinflusst. Die Geschwindigkeitseffekte und der Einfluss der Spannungswellen ueberlagern sich und zeigen eine unterschiedliche Wirkung mit wechselnder Geschwindigkeit der Stoss- bzw. Impulsbelastung. Geschwindigkeitseffekte koennen daher nur durch Versuche bestimmt werden, bei denen die Auswirkungen von Spannungswellen so stark wie moeglich eingeschraenkt sind (Hochgeschwindigkeits-Lastversuch). Dieser Beitrag behandelt Versuchsmethoden, die bei hoher Belastungs- und Stossgeschwindigkeit angewendet werden, und deren Ergebnisse. (orig.)Primary Subject
Source
Plauk, G. (ed.); Bundesanstalt fuer Materialpruefung, Berlin (Germany, F.R.); 656 p; May 1982; p. 185-187; Symposium on concrete structures under impact and impulsive loading; Berlin (Germany, F.R.); 2 - 4 Jun 1982
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[en] The characteristics of the adsorption of Co ion in water on activated charcoal impregnated with oxine have been studied. Impregnation of oxine largely improved the adsorption capacity of activated charcoal (AC), although the apparent initial and final adsorption rates are not affected. Another important advantage of AC impregnated with oxine [AC(HOx)] over plain AC is that Co ion collected on AC(HOx) is not easily eluted by flowing water. Furthermore the collection of Co on AC(HOx) is not affected by the presence of Fe(III), which exists in a macroscopic amount in waste water. At the initial adsorption stage, the apparent adsorption rate of Co ion on AC(HOx) is roughly proportional to 0.91 power of the concentration of Co ion. (author)
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Journal Article
Journal
Annals of Nuclear Energy (Oxford); ISSN 0306-4549; ; v. 5(1); p. 5-12
Country of publication
ADSORBENTS, ATOMIC IONS, AZINES, BETA DECAY RADIOISOTOPES, BETA-MINUS DECAY RADIOISOTOPES, CARBON, CHARGED PARTICLES, COBALT ISOTOPES, ELEMENTS, HETEROCYCLIC COMPOUNDS, HYDROGEN COMPOUNDS, INTERMEDIATE MASS NUCLEI, IONS, ISOMERIC TRANSITION ISOTOPES, ISOTOPES, MINUTES LIVING RADIOISOTOPES, NONMETALS, NUCLEI, ODD-ODD NUCLEI, ORGANIC COMPOUNDS, ORGANIC NITROGEN COMPOUNDS, OXYGEN COMPOUNDS, PYRIDINES, RADIOACTIVE MATERIALS, RADIOACTIVE WASTES, RADIOISOTOPES, SEPARATION PROCESSES, TRANSITION ELEMENT COMPOUNDS, WASTES, YEARS LIVING RADIOISOTOPES
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Muto, K.; Tachikawa, H.; Sugano, T.; Tsubota, H.; Kobayshi, H.; Kasai, Y.; Koshika, N.; Tsujimoto, T.
Transactions of the 10th international conference on structural mechanics in reactor technology1989
Transactions of the 10th international conference on structural mechanics in reactor technology1989
AbstractAbstract
[en] Structural damage induced by an accidental aircraft crash into a reinforced concrete structure includes local damage caused by the engine, the rigid portion of the aircraft, and the global elasto-plastic structural response caused by the entire aircraft. Local damage consists of spalling of concrete from the front face of the target together with missile penetration into the target, scabbing of concrete from the rear face of the target and perforation of the missile through the target. The engine is a soft missile that deforms during impact. An experimental research program has been planned and executed to establish a rational evaluation method of the local damage by the deformable engine missiles
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Hadjian, A.H. (Bechtel Power Corp., Los Angeles, CA (USA)); Extreme loads analysis; 337 p; ISBN 0-9623306-0-4; ; 1989; p. 257-264; American Association for Structural Mechanics in Reactor Technology; Los Angeles, CA (USA); 10. international conference on Structural Mechanics in Reactor Technology (SMIRT); Anaheim, CA (USA); 14-18 Aug 1989; CONF-890855--; American Association for Structural Mechanics in Reactor Technology, P.O. Box 60860, Los Angeles, CA 90060 (USA)
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Book
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Inagaki, M.; Tachikawa, H.; Nakahashi, T.; Konno, H.; Hishiyama, Y.
Science and Technology of Carbon: Extended Abstracts and Programme. Volume 11998
Science and Technology of Carbon: Extended Abstracts and Programme. Volume 11998
AbstractAbstract
[en] From recent studies, the graphitization of the carbon films prepared tom a polyimide film, Kapton, was found to occur abruptly at a HTT between 2200 and 2300 °C, being accompanied by sudden changes in structural and transport properties. Here, the correspondence between the presence of nitrogen and the changes in structural and transport parameters in the carbon films derived from Kapton films is discussed.
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Source
French Carbon Group, Paris (France); Arbeitskreis Kohlenstoff (AKK), Köln (Germany); Eurocarbon, Sittard (Netherlands); 588 p; 1998; p. 75-76; EUROCARBON '98: 1. International Carbon Conference; Strasbourg (France); 5-9 Jul 1998; Country of input: International Atomic Energy Agency (IAEA); Document from Juelich Preservation Project; 2 figs.
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