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Secondary messenger regulation of ion channels/plant patch clamping
No abstract available
Structural Basis for the Improved RNA Clamping of Amidino-Rocaglates to eIF4A1
Not provided.
Investigation of Limitations in Passive Voltage Clamping-Based Solid-State DC Circuit Breakers
Not Available
Hinge-supported and flexibly clamped shallow spherical shell with a hole
Approximate solution for elastic equilibrium of hinge-supported shallow spherical shell
Quick-set temporary bonding clamps
Method of bonding materials to a flat surface eliminates the use of bolts to hold the pieces together. Two adhesives are used, the primary or permanent bonding material and a quick setting adhesive. No permanent after effects are left on the surfaces to which the materials are bonded.
Nonlinear response and failure characteristics of clamped internally pressurized graphite-epoxy cylindrical panels
The nonlinear response and failure characteristics of internally pressurized 4- to 16-ply cylindrical panels of graphite/epoxy are experimentally and analytically studied. Tests simulated the skin of a typical transport aircraft fuselage under loading to eventual failure. Aluminum test specimens were similarly tested and compared. All graphite/epoxy panels are found to withstand the internal pressures applied, which are well above the proof pressure loading expected for transport fuselage structures.
The Lagrangian multiplier method of finding upper and lower limits to critical stresses of clamped plates
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Buckling stresses of clamped rectangular flat plates in shear
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Elastic buckling of outstanding flanges clamped at one edge and reinforced by bulbs at other edge
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Compressive buckling of flat rectangular metalite type sandwich plates with simply supported loaded edges and clamped unloaded edges
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Buckling of rectangular sandwich plates subjected to edgewise compression with loaded edges simply supported and unloaded edges clamped
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Compressive buckling of flat rectangular metalite type sandwich plates with simply supported loaded edges and clamped unloaded edges
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The stability under longitudinal compression of flat symmetric corrugated-core sandwich plates with simply supported loaded edges and simply supported or clamped unloaded edges
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Clamped long rectangular plate under combined axial load and normal pressure
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The stress criterion of a tension member with graded flexural stiffness : contribution to the problem of "clamping effect" outside of the elastic range
The approximate size of the stress criterion of a bar on two supports stressed beyond the elastic range is assessed by an approximation. The calculation proceeds from the premise of "substitute flexural stiffness" so defined that the part stressed beyond the elastic range may be considered as following Hooke's law when determining the flexural deformation quantities. For the determination of the substitute flexural stiffness, it is presumed that the material is already stressed so much beyond the yield point as to be strain-hardened. The data are directly applicable to materials having no definite yield point. For the rest, von Karman's method for compressed and subsequently deflected bars serves as basis for the calculation.