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482 results about "Viscous damping" patented technology

Viscous damping is a common form of damping which is formed in many engineering systems such as instruments adn shock absorbers. The viscous damping force is proportional to the first power of the velocity across the damper, and it always opposes the motion, so that the damping force is a linear continuous function of the velocity.

Non-linear dynamic finite element method for determining cable-strut system static balancing state

The invention relates to a non-linear dynamic finite element method for determining cable-strut system static balancing state. In the construction processes of traction mounting and stretch-draw forming, a cable-strut system as a mechanism has super large displacement, mechanism displacement and guy cable looseness, and a conventional linear dynamic finite element method cannot obtain the static balancing state in the construction stage. The non-linear dynamic finite element method adopts form-finding analysis to establish a non-linear dynamic finite element equation by introducing inertia force and viscous damping force so as to change a static problem which is difficult to solve into a dynamic problem which is easy to solve, and gradually converge the dynamic balancing state of the cable-strut system into a static balancing state through iteration updating of the configuration of the cable-strut system. The cable-strut system is in a static unbalancing state before analysis, is in the dynamic balancing state in the analysis, and reaches the static balancing state after the convergence, namely the cable-strut system discontinuously moves (non-continuous movement) from the initial static unbalancing state to the stable static balancing state.
Owner:SOUTHEAST UNIV

Mining telescopic energy adsorption anti-impact viscous damping anchor rod and supporting method thereof

The invention discloses a mining telescopic energy adsorption anti-impact viscous damping anchor rod and a supporting method thereof. The mining telescopic energy adsorption anti-impact viscous damping anchor rod is formed by a pre-tightening nut, a tray, energy adsorption materials, an anchor rod body, a base plate and an avoidance buffering energy adsorbing device. The anchor rod body is composed of an anchor rod end and an anchor rod body, and the pre-tightening nut, the tray, the energy adsorbing materials and the base plate are arranged on the anchor rod end. The avoidance buttering energy adsorbing device is formed by arranging a lower sliding piston, a connecting rod piston and an upper sliding piston in a buffer hydraulic cylinder in sequence, wherein the lower sidling piston, the connecting rod piston and the upper sliding piston are respectively provided with 3-4 damping holes, the damping holes of adjacent pistons are not on the identical straight line, sealing rings are arranged on the circumferential face of the upper sliding piston and the circumferential face of the lower sliding piston, and the connecting rod of the connecting rod piston penetrates through the upper sliding piston and the upper face of the buffer hydraulic cylinder and then is connected with the anchor body together. The mining telescopic energy adsorption anti-impact viscous damping anchor rod can maintain constant resistance in the process of resisting rock burst, can retard impact loads, reduce the damage to the surrounding rock in the anchoring range of the anchor rod by the impact energy, and perform the function of further stabilization to the roof surrounding rock.
Owner:SHANDONG UNIV OF SCI & TECH

Offshore wind power spar buoyant foundation capable of towing

The invention relates to an offshore wind power buoyant foundation form and in particular relates to an offshore wind power spar buoyant foundation capable of towing, which comprises a connecting column and is characterized in that the upper end of the connecting column is connected with a fan through a flange ring, a plurality of flat columnar closed air flotation boxes are arranged at the middle part of the connecting column, the closed air flotation boxes are not communicated with the connecting column, and the bottom of the connecting column is communicated with a loading cabin; a column body of the connecting column is provided with a detachable gear required for towing; and a mooring rope is arranged at the center of gravity of the buoyant foundation. Compared with the prior art, the offshore wind power spar buoyant foundation provided by the invention has the beneficial effects that the construction is convenient, rolling towage can be realized, the resistance of a wave flow is reduced, the stress concentration and fatigue damage caused by the traditional spar foundation in a wet towing process are avoided, the construction difficulty and construction cost are greatly reduced, and the offshore wind power spar buoyant foundation can be recycled. The additional mass and viscous damping of heave motion are effectively improved by virtue of the flat air flotation boxes, the water surface profile area of a buoy is effectively increased by virtue of the flat air flotation boxes on the water surface, a relatively large restoring moment is provided, the structure stability is relatively good, the center of gravity is lower than the center of flotation, and the resistance to capsizing is good.
Owner:CEEC JIANGSU ELECTRIC POWER DESIGN INST

Novel three-dimensional seismic isolation device

The invention provides a novel three-dimensional seismic isolation device which comprises a horizontal seismic isolation component, a transition steel structural platform and a vertical seismic isolation component. The horizontal seismic isolation component is fixedly connected with the vertical seismic isolation component by the transition steel structural platform; and the vertical seismic isolation component comprises an upper sleeve, a lower sleeve, a lower bottom plate, a belleville spring, a middle guide rod and viscous damping fluid. The novel three-dimensional seismic isolation device is simple and convenient to manufacture and is convenient to construct, install and maintain; horizontal damping and vertical damping are decoupled mutually and are not involved mutually. Due to adoption of the belleville steel plate spring, the novel three-dimensional seismic isolation device has low vertical stiffness when vertically moving, so that the vertical period of an upper structure is prolonged and the earthquake action is reduced; and meanwhile, a good viscous hole is formed by a gap between the belleville spring and the lower sleeve for the viscous damping fluid in the lower sleeve and a butterfly steel plate takes an effect of a piston in a viscous damper, so that the vertical earthquake action is further reduced by energy dissipation and safety of the upper structure is ensured.
Owner:GUANGZHOU UNIVERSITY

Semi-active energy regenerative suspension shock absorber based on mixed excitation and size determining method of shock absorber

The invention discloses a semi-active energy regenerative suspension shock absorber based on mixed excitation and a size determining method of the shock absorber. The shock absorber comprises an upper hoisting lug, a dust cover, a lower hoisting lug, a hydraulic shock absorber body and a mixed excitation mechanism. The hydraulic shock absorber body provides the constant viscous damping coefficient. The mixed excitation mechanism provides the adjustable electromagnetic damping force and converts vibration energy into electric energy for storage. Meanwhile, the invention provides the size determining method. The model selection of the hydraulic shock absorber body is determined according to the rating requirements, an electromagnetic damping force expression is derived, the primary size of the mixed excitation mechanism is determined through a particle swarm optimization algorithm, finite element analysis is conducted, the gas length is optimized, and the final size is determined. According to the shock absorber and the size determining method, the hydraulic shock absorber body and a mixed excitation cylindrical linear motor are integrated, the damping force is adjustable, energy is recovered in the working process, the structure is simple, the shock isolation performance and the energy regenerative performance of a vehicle suspension are coordinated, and the Fail-safe function is also achieved; and in addition, the size determining method is clear in step, easy to implement and obvious in optimization result, and has high practicalness.
Owner:JIANGSU UNIV

Magneto-rheological damper

A magneto-rheological damper comprises a cylinder barrel, a left end cap, a piston rod, a piston, a right end cap, a connecting barrel, a winding barrel, a coil, an external guide magnet and a cap nut. The magneto-rheological damper has the advantages that the coil slides on the cylinder barrel in the direction identical with motion direction of the piston rod, so that a magnetic core on the piston and the external guide magnet are always guaranteed to form a closed magnetic loop, flow guiding can be functioned by an axial central hole and a radial hole in the piston, and magneto-rheological fluid viscosity can be changed by changing the size of the holes during working of the damper, and further, high-viscosity damping force can be generated. The coil is arranged outside the cylinder barrel, convenient for winding, convenient to maintain and check and good in sealing performance. By directly inflating the damper, extra purchasing an energy storage device is omitted, and the magneto-rheological damper has high applicability. Since the magneto-rheological damper is good in damping property, the magneto-rheological damper can be mounted on mechanical structures required to be damped, such as suspension damping of automobiles, damping of undercarriages of planes, damping of seats and bridges.
Owner:CIVIL AVIATION UNIV OF CHINA

All-shearing type magneto-rheological damper

ActiveCN104179877AEffective control rangeIncreased controllable damping ratio rangeNon-rotating vibration suppressionViscous dampingVibration control
The invention discloses an all-shearing type magneto-rheological damper. The all-shearing type magneto-rheological damper is characterized by comprising an outer cylinder, an inner cylinder and a ball screw pair, wherein the inner cylinder is coaxially arranged with the outer cylinder, shearing discs are fixed by the ball screw pair, the inner wall of the inner cylinder is provided with electromagnetic coils and sharing ring sets corresponding to the shearing discs one by one, magneto-rheological liquid is filled in a cavity of the inner cylinder, at least one electromagnetic coil is arranged between adjacent shearing rings fixed on the inner wall of the inner cylinder, and the shearing discs, the shearing rings and the inner cylinder form a closed flux loop. On the premise of keeping same external size and energy consumption of a magneto-rheological damper, null-field viscous damping of the magneto-rheological damper is reduced, controllable damping ratio range is enlarged, and the all-shearing type magneto-rheological damper is added with potential for application to a high-speed impact/vibration control system. Besides, service efficiency of the magneto-rheological liquid in the magneto-rheological damper is improved, and cost of the magneto-rheological damper is effectively reduced.
Owner:ANQING HUITONG AUTOMOTIVE PARTS

Viscous damping wall

The invention relates to a viscous damping wall. The viscous damping wall comprises an upper connecting plate, inner steel plates, an outer steel box, a viscous damping material and a lower connecting plate, wherein the upper connecting plate is fixed to the bottom of an upper-layer floor beam; the inner steel plates are fixed to the central portion of the bottom surface of the upper connecting plate; the outer steel box is fixed to the lower connecting plate; the lower connecting plate is fixed to the top of a lower-layer floor beam; the outer steel box is filled with the viscous damping material; and the inner steel plates are arranged in the viscous damping material. The inner steel plates are designed into zigzag type soft steel plates, the parameter scopes of an ideal energy consumption test piece are respectively: a height b ranges from 380mm to 420mm, a width d ranges from 780mm to 820mm, a thickness t ranges from 4mm to 6mm, a half-wave amplitude H ranges from 25mm to 35mm, a wavelength lambda ranges from 190mm to 210mm, and a zigzag mode is a curved form or a trapezoidal form. According to the invention, conventional inner steel plates are designed into the zigzag type soft steel plates, and the soft steel plates, compared to conventional inner steel plates, are higher in plasticity, good in processing formability and weldability and is conveniently manufactured and connected.
Owner:SHANGHAI UNIV

Vibration damping composite material

A new composite damping material is presented which exhibits an enhanced ability to dampen mechanical oscillations. The enhanced damping properties of this material are achieved through the entrapment of highly viscous damping fluids within the pores of a porous material (such as: an expanded polymer, felt, foam, fabric, metal, etc.). The entrapment of the fluid within the porous scaffold prevents flow, providing a stable composite which may be shaped into useful articles. Such a construct allows utilization of the high performance damping properties of fluids which, in pure form, are too fluid-like for most practical applications (which typically require a solid, stable, material). This composite, possessing damping performance approaching that of certain fluids, combined with stability in a solid form, can be used in many applications where materials are needed to damp the vibration of mechanical systems. Such applications include, but are not limited to, damping of vibrations which produce noise or degrade performance in airplanes, automobiles, space structures, machine tools, sporting goods, disk drive components and assemblies, electrical/electronic components such as transformers, electrical cables, etc. In addition, these composites may be used to alter or tune the mechanical response of a variety of systems to produce desired impulse or vibrational response.
Owner:GORE ENTERPRISE HLDG INC
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