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## Vibration of a cracked cantilever beam full reportPosted by: project report tiger Created at: Wednesday 17th of February 2010 07:16:54 AM Last Edited Or Replied at :Wednesday 17th of February 2010 07:16:54 AM | free vibration of cantilever beam ,
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of stress intensity factor, then the stress field around each of the flaws is identical. Stress
intensity factor is usually represented by (K). Generally K=as(a)1/2 a - a parameter which depend on specimen, crack geometry. s - Stress a- crack length 6.COMPLIANCE: Compliance is the inverse of spring stiffness. It is usually represented by(C). 7. VIBRATION: Vibration is a means of dissipating energy. Any motion which repeats itself after an interval of time called vibration or oscillation. In vibration, there is a continuous change of kinetic energy to potential energy and vice versa................... [:=> Show Contents <=:] | |||

## ansys tutorial for leaf spring contact analisysPosted by: Created at: Saturday 27th of October 2012 01:18:06 PM Last Edited Or Replied at :Saturday 27th of October 2012 01:18:06 PM | ansys tutorial for leaf spring contact analisys,
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I want to know how to make a complete analysis of a fiber reinforced composite leaf spring and a
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## piezoelectric laminate transducerPosted by: seminar addict Created at: Thursday 02nd of February 2012 03:21:27 AM Last Edited Or Replied at :Thursday 02nd of February 2012 03:21:27 AM | piezoelectric laminate transducer ,
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d and tested. The experimental results are in agreement with the analytical results. The maximum
voltage is achieved at the second-order super-harmonic resonance rather than the main resonance,
when the rotation rate is 588 rpm, and a power of 157.4 µW is obtained across a 3.3 MO resistor. .................. [:=> Show Contents <=:] | |||

## Microcantilever based force tracking with application to high resolution imagingPosted by: seminarsense Created at: Tuesday 16th of November 2010 04:57:16 AM Last Edited Or Replied at :Tuesday 16th of November 2010 04:57:16 AM | microcantilever beams, | ||

e the force trajectory at the NMC’s tip. Mathematical modeling and controller design. Mathematical modelingNanostage can be modelled as a mass spring damper system. Applications Measure forces at nanoscale. Predict the change of spring constant caused by surface stress. Measure DNA hybridization. Study of adsorption of lipoprotein,antigen-antibody binding. Advantages Sensing basedd on NMC is simple,inexpensive and accurate. Instead of bulky laser beam piezoresistive layer is used for sensing. Extreme precision. Conclusion Developed a.................. [:=> Show Contents <=:] | |||

## Cantilever Beam SensorsPosted by: rohith.nayanarkn Created at: Thursday 11th of November 2010 11:21:15 PM Last Edited Or Replied at :Thursday 11th of November 2010 11:21:15 PM | seminar topic on cantilever beam,
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## Vibration of a cracked cantilever beam full reportPosted by: project report tiger Created at: Wednesday 17th of February 2010 07:16:54 AM Last Edited Or Replied at :Wednesday 17th of February 2010 07:16:54 AM | free vibration of cantilever beam,
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hows that 1.With increasing crack length, the spring stiffness and the natural frequency of the beam decreases. 2. In free vibrations, the period of oscillation of the beam with a crack is higher than that of the beam without a crack. 3. In forced vibration of a beam with crack at the fixed end, the occurrence of resonance gets shifted to a lower value of /0, where 0 is the natural frequency of the beam without the crack. . 4.In the case of a beam with a crack at the mid span, the vibration behaviour can be analysed treating beam as two spring mass system. The analysis yields the amplitud.................. [:=> Show Contents <=:] | |||

## UNDAMPED FREE VIBRATIONPosted by: projectsofme Created at: Saturday 27th of November 2010 12:36:33 AM Last Edited Or Replied at :Saturday 27th of November 2010 12:36:33 AM | free undamped vibration pdf ,
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stiffness in N/m m-Mass in Kg m xInertia Force Kx = Spring Force, d = Static deflection of spring K d = Force due to static deflection mg = Gravitational pull m x + Kx + K d - mg = 0 m x + Kx = 0 Linear homogeneous second order differential equation X=A sin wn t + B cos wn t = C sin (wn t +f ) wn= Ö K /m = Natural Frequency of vibrations This is the only frequency with which the system vibrates when disturbed and let free. The natural frequency is a characteristic property of the vibrating system. The amplitude of oscillations C and the phase angle F can be determined by app.................. [:=> Show Contents <=:] |

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