Results 231 to 240 of about 5,744 (242)
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The design of biaxially loaded columns by ultimate load methods
Magazine of Concrete Research, 1960Summary The paper describes a method of defining the curves relating ultimate load and moment for rectangular columns having an equal area of steel in each face, and subjected to any radial eccentricity of loading. This leads to a method of accurate and rapid design. The validity of the approach is demonstrated by case analysis.
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Testing of Engineering Ceramics under Biaxial Loading
1992A new test procedure was developed to proof the strength of engineering ceramics under biaxial loading. This test procedure enables a simultaneous loading of thin-walled tubular specimen by using internal hydraulic pressure and an axial force. This leads to a wide range of biaxial stress states of combined tension/compression stresses.
Ewald Staskewitsch +3 more
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COMPRESSIVE STRENGTH OF BIAXIALLY LOADED PLATES.
Proceedings of the Institution of Civil Engineers, 1984R NARAYAN, NE SHANMUGAM, FY CHOW
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Plastic Buckling of Cylinders Under Biaxial Loading
1988An experimental investigation is carried out to study the effects of nonproportional loading in the plastic range on a buckling load. The discrepancy between experimental and theoretical results points to some principal shortcoming in the analysis. The problem has been simplified by applying axial tensile load and external press to simple cylindrical ...
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Biaxial capacity envelopes for the capacity design of biaxially loaded shallow foundations
Soil Dynamics and Earthquake Engineering, 2023N. Ravi Kiran +2 more
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Fatigue crack growth under biaxial loading
International Journal of Fracture, 1974Keiji Ogura +2 more
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Ultimate Strength of Biaxially Loaded Plates
1998N.E. Shanmugam, R. Narayanan
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Dynamic material behaviour under biaxial loading
2001Lothar W. Meyer, Frank Hahn
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Biaxial Eccentricities in Ultimate Load Design
ACI Journal Proceedings, 1964openaire +1 more source
Mechanical behaviour of biaxially loaded coalmine sandstone
2008H Mitri, X Yun, X Yang
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