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Design Properties Of High-Strength Steels In The Presence Of Stress Concentrations And Hydrogen Embrittlement: Effects Of A Number Of Variables On The Mechanical Proporties Of Aircraft High-Strength Steels
Author(s): Muvdi, B. B., Sachs, G., Klier, E. P.Corporate Author(s): Syracuse University
Laboratory: Materials Laboratory
Date of Publication: 1956-01
Report number: WADC TR 55-103 Supplement 1
full text available
Design Properties Of High-Strength Steels In The Presence Of Stress Concentrations: Effects Of A Number Of Variables On The Mechanical Properties of Aircraft High-Strength Steels
Author(s): Muvdi, B. B., Sachs, G., Klier, E. P.Corporate Author(s): Syracuse University
Laboratory: Materials Laboratory
Date of Publication: 1956-01
Report number: WADC TR 55-103
full text available
Design Properties Of High-Strength Steels In The Presence Of Stress Concentrations And Hydrogen Embrittlement: Effects Of A Number Of Variables On The Mechanical Proporties Of Aircraft High-Strength Steels
Author(s): Muvdi, B. B., Sachs, G., Klier, E. P.Corporate Author(s): Syracuse University
Laboratory: Materials Laboratory
Date of Publication: 1956-01
Report number: WADC TR 55-103 Supplement 2
full text available
Design Properties Of High-Strength Steels In The Presence Of Stress-Concentrations And Hydrogen Embrittlement Part I. Effects of Hydrogen Embrittlement on Static Properties of High-Strength Steels
Author(s): Klier, E. P., Sachs, George, Muvdi, B. B.Corporate Author(s): Syracuse University
Laboratory: Materials Laboratory
Date of Publication: 1955-05
Report number: WADC TR 55-18 Part 1
full text available
Design Properties Of High-Strength Steels In The Presence Of Stress Concentrations And Hydrogen Embrittlement Part 3. The Response Of High-Strength Steels In The Range Of 180,000-300,000 PSI To Hydrogen Embrittlement From Cadmium Electroplating
Author(s): Klier, E. P., Sachs, G., Muvdi, B. B.Corporate Author(s): Syracuse University
Laboratory: Materials Laboratory
Date of Publication: 1957-03
Report number: WADC TR 56-395 Part 3
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