Results 241 to 250 of about 410,650 (290)
Constructing a Concentric GO Network via Rotational Extrusion for Synergistic Axial-Hoop Mechanics in Polymer Microtubes. [PDF]
Polymers (Basel)Wang W, Liang W, Zhao G, Han R, Nie M.
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Analysis of the critical instability load of freeze pipes in coal mine shaft freezing engineering. [PDF]
Sci RepZhang H, Li M, Xie B, Rong C, Qi Y.
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<i>In vitro</i> biomechanical study of a novel fixation device for lumbar spondylolysis. [PDF]
Front Bioeng BiotechnolYang J +6 more
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Mechanical stress on the rod in posterior spinal fusion with and without rod fracture: a finite element analysis. [PDF]
BMC Musculoskelet DisordInoue T +4 more
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1999
Mabel Able, 80 years old, lived alone in a two-story house taking care of her own needs, such as cooking, cleaning, and tending a small garden and a flower bed. Until about two years ago she also walked around the block every day but recently has confined herself to her house and yard. Her next-door neighbor comes by to check on her every day and helps
George L. Lucas +2 more
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Mabel Able, 80 years old, lived alone in a two-story house taking care of her own needs, such as cooking, cleaning, and tending a small garden and a flower bed. Until about two years ago she also walked around the block every day but recently has confined herself to her house and yard. Her next-door neighbor comes by to check on her every day and helps
George L. Lucas +2 more
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1972
Throughout the preceding chapters it was shown that the forces acting on structural members produce in them reactions which result in equilibrium. As we have seen, these reactions differ in magnitude and intensity according to the structural layout and overall shape of a building.
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Throughout the preceding chapters it was shown that the forces acting on structural members produce in them reactions which result in equilibrium. As we have seen, these reactions differ in magnitude and intensity according to the structural layout and overall shape of a building.
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1993
The solution of the equation of motion consists in finding the displacements at the nodes of the structure. With these displacements, the internal forces and moments are also ascertained. These latter have, like the displacements, space fixed coordinates.
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The solution of the equation of motion consists in finding the displacements at the nodes of the structure. With these displacements, the internal forces and moments are also ascertained. These latter have, like the displacements, space fixed coordinates.
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1976
This paper describes a technique for stress relaxation measurement in bending at ambient and elevated temperatures. This technique utilizes a double-triangle-shaped specimen which is loaded at three points. The load remaining in the specimen at any time during the test is determined using a lift-off technique.
P Parikh, E Shapiro
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This paper describes a technique for stress relaxation measurement in bending at ambient and elevated temperatures. This technique utilizes a double-triangle-shaped specimen which is loaded at three points. The load remaining in the specimen at any time during the test is determined using a lift-off technique.
P Parikh, E Shapiro
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Stress boundary conditions for plate bending
International Journal of Solids and Structures, 2003zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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