zweidimensionales bewegtes Bild

Tensile Loading of Nimonic 8OA Electron-Beam Welded Joints - Variations of Microstructure at Test Temperatures from 600 up to 1250°C

Dendritic microstructure in a welded joint with centrally abutting joint. With increasing load plastic deformation begins. At low temperatures: slip band formation, grain displacement - ductile fracture. At higher temperatures: grain boundary migration, grain boundary melting, intercrystaline structural separation - hot shortness. REM static image micrographs of the break surfaces with "cups" and "columns".

Digitalisierung: Hannover TIB

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Alternative title: Zugbeanspruchung von Elektronenstrahl-Schweißverbindungen NiCr2OTiAl - Veränderungen des Feingefüges bei Temperaturen zwischen 600 und 1250°C

Location: Hannover TIB

Extent: 69MB, 00:05:36:12 (unknown)

Language: Englisch

Notes: Audiovisuelles Material

Bibliographic citation: Tensile Loading of Nimonic 8OA Electron-Beam Welded Joints - Variations of Microstructure at Test Temperatures from 600 up to 1250°C ; (Jan. 1978)

Keyword: Werkstoffwissenschaften
microstructural change
material sciences
tensile loading / metal
Encyclopaedia Cinematographica
Technik
Werkstoffeigenschaften der Metalle
material properties of metals
technology

Event: Veröffentlichung

(who): IWF (Göttingen)

(when): 1978-01-01

Contributor: Steffens, Hans-Dieter
Lange, Hubert

DOI: 10.3203/IWF/E-2504eng

Last update: 04.12.2024, 8:09 AM CET

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Object type

zweidimensionales bewegtes Bild

Associated

Steffens, Hans-Dieter
Lange, Hubert
IWF (Göttingen)

Time of origin

1978-01-01

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Ratcheting and recovery of adhesively bonded joints under tensile cyclic loading

I‐beam to RHS‐column joints with welded studs under cyclic loading

Stress concentration at cruciform welded joints under axial and bending loading modes

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Tensile Loading of Nimonic 8OA Electron-Beam Welded Joints - Variations of Microstructure at Test Temperatures from 600 up to 1250°C

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Other Objects (12)

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Fatigue strength of fillet-welded joints at subzero temperatures

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Relation Between Interface Geometry and Tensile Shear Strength of Ultrasonically Welded Joints

Bolted connections for rectangular hollow sections under tensile loading

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I‐beam to RHS‐column joints with welded studs under cyclic loading

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