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ASME-Based Structural Assessment of Head-Shell Junctions in Pressurized Railway Tank Wagons. [PDF]
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Ultimate Bending Strength of Si Nanowires
Nano Letters, 2012Test platforms for the ideal strength of materials are provided by almost defect-free nanostructures (nanowires, nanotubes, nanoparticles, for example). In this work, the ultimate bending strengths of Si nanowires with radii in the 20-60 nm range were investigated by using a new bending protocol.
G, Stan +4 more
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Bending strength of porcelains
Ceramics International, 2002Abstract Porcelains in the quartz–metahalloysite+kaolin–K-feldspar system with different quartz grain sizes were investigated to study the effect of firing temperature on the bending strength. The degree of vitrification of the fired bodies was determined measuring the bulk density, relative percentages of constituent minerals by XRD and their ...
O.Isik Ece, Zenbe-e Nakagawa
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Journal of Structural Engineering, 1990
This is the description of a model that explains the relationship between the three strength properties, tension, compression and bending. The model which included nonlinear compresion behavior and size dependent brittle tension behavior of wood, has been calibrated and verified with reference to test results.
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This is the description of a model that explains the relationship between the three strength properties, tension, compression and bending. The model which included nonlinear compresion behavior and size dependent brittle tension behavior of wood, has been calibrated and verified with reference to test results.
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Electrical Transmission in a New Age, 2002
The paper presents the results of tests on six single angles under minor axis bending, thirteen double angles under geometric axis bending, and eight laterally unsupported single angle beams with long legs horizontal. All twenty-seven specimens developed full plastic moment.
Murty K. S. Madugula, Yongcong Ding
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The paper presents the results of tests on six single angles under minor axis bending, thirteen double angles under geometric axis bending, and eight laterally unsupported single angle beams with long legs horizontal. All twenty-seven specimens developed full plastic moment.
Murty K. S. Madugula, Yongcong Ding
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Bending strength of spruce glulam
European Journal of Wood and Wood Products, 2009A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made of both visually or mechanically strength graded boards.
Frese, Matthias, Blaß, Hans Joachim
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