Pesquisa de referências

Détermination de l'endommagement des plaques en amiante-ciment usagées

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<title>Détermination de l'endommagement des plaques en amiante-ciment usagées</title>
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<title>Cahiers de notes documentaires</title>
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<name type="personal" usage="primary" xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="MAPA20080031305">
<namePart>Paureau, J.</namePart>
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<namePart>Jacqmin, M.</namePart>
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<dateIssued encoding="marc">1989</dateIssued>
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<abstract displayLabel="Summary">Des plaques en amiante-ciment usagées, récupérées sur six chantiers, ont été soumis à des essais de choc (selon la norme NF P 33-303), de flexion statique (selon les normes NF P 33-301 et NF P 33-302) et de flexion sur petites éprouvettes (selon projet de norme P 08-103). Ces travaux font apparaître que le vieillissement des plaques de couverture en amiante-ciment peut avoir un effet bénéfique si l'on se place sous l'angle des sollicitations statiques ou néfaste si l'on se place sous l'angle des sollicitations aux chocs</abstract>
<note type="statement of responsibility">J. Paureau, M. Jacqmin</note>
<subject authority="lcshac" xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="MAPA20080629724">
<topic>Seguridad e higiene en el trabajo</topic>
</subject>
<subject authority="lcshac" xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="MAPA20080619855">
<topic>Materiales de construcción</topic>
</subject>
<subject authority="lcshac" xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="MAPA20080548650">
<topic>Planchas</topic>
</subject>
<subject authority="lcshac" xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="MAPA20080542832">
<topic>Amianto</topic>
</subject>
<subject authority="lcshac" xmlns:xlink="http://www.w3.org/1999/xlink" xlink:href="MAPA20080543426">
<topic>Cemento</topic>
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<topic>Ensayos de materiales</topic>
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<topic>Resistencia de materiales</topic>
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<topic>Normas</topic>
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<topic>Francia</topic>
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<title>Cahiers de notes documentaires</title>
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<publisher>Paris</publisher>
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<part>
<text>nº 135, 2e. trimestre 1989 ; p. 259-263</text>
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