Getaran: Perbedaan antara revisi

Konten dihapus Konten ditambahkan
Ign christian (bicara | kontrib)
k ←Suntingan 114.120.233.105 (bicara) dibatalkan ke versi terakhir oleh Hanamanteo
Rachmat-bot (bicara | kontrib)
k clean up, replaced: dimana → di mana
Baris 1:
{{terjemah|Inggris}}
[[Berkas:Drum_vibration_mode21Drum vibration mode21.gif|thumb|Salah satu mode getaran [[gendang]]]]
'''Getaran''' adalah suatu gerak bolak-balik di sekitar kesetimbangan. Kesetimbangan di sini maksudnya adalah keadaan dimanadi mana suatu benda berada pada posisi diam jika tidak ada [[gaya]] yang bekerja pada benda tersebut. Getaran mempunyai [[amplitudo]] (jarak simpangan terjauh dengan titik tengah) yang sama.
 
== Jenis getaran ==
Baris 50:
</math>
 
Catatan: [[frekuensi sudut]] <math>\omega</math> (<math>\omega=2 \pi f</math>) dengan satuan radian per detik kerap kali digunakan dalam persamaan karena menyederhanakan persamaan, namun besaran ini biasanya diubah ke dalam frekuensi "standar" (satuan [[Hertz|Hz]]) ketika menyatakan frekuensi sistem.
 
Bila massa dan kekakuan (tetapan ''k'') diketahui frekuensi getaran sistem akan dapat ditentukan menggunakan rumus di atas.
Baris 65:
</math>
 
Dengan menjumlahkan semua gaya yang berlaku pada benda kita mendapatkan persamaan
 
:<math>m \ddot{x} + { c } \dot{x} + {k } x = 0.</math>
Baris 76:
 
Untuk mengkarakterisasi jumlah peredaman dalam sistem digunakan nisbah yang dinamakan [[nisbah redaman]]. Nisbah ini adalah perbandingan antara peredaman sebenarnya terhadap jumlah peredaman yang diperlukan untuk mencapai titik redaman kritis. Rumus untuk nisbah redaman
(<math>\zeta </math>) adalah
 
:<math>\zeta = { c \over 2 \sqrt{k m} }.</math>
Baris 87:
 
 
Nilai ''X'', amplitudo awal, dan <math> \phi </math>, [[Fase (gelombang)|ingsutan fase]], ditentukan oleh panjang regangan pegas.
 
Dari solusi tersebut perlu diperhatikan dua hal: faktor eksponensial dan fungsi cosinus. Faktor eksponensial menentukan seberapa cepat sistem teredam: semakin besar nisbah redaman, semakin cepat sistem teredam ke titik nol. Fungsi kosinus melambangkan osilasi sistem, namun frekuensi osilasi berbeda daripada kasus tidak teredam.
Baris 122:
Where “r” is defined as the ratio of the harmonic force frequency over the undamped natural frequency of the mass-spring-damper model.
 
:<math>r=\frac{f}{f_n}</math>
 
The phase shift , <math>\phi</math>, is defined by following formula.
Baris 132:
The plot of these functions, called "the frequency response of the system", presents one of the most important features in forced vibration. In a lightly damped system when the forcing frequency nears the natural frequency (<math>r \approx 1 </math>) the amplitude of the vibration can get extremely high. This phenomenon is called '''[[mechanical resonance|resonance]]''' (subsequently the natural frequency of a system is often referred to as the resonant frequency). In rotor bearing systems any rotational speed that excites a resonant frequency is referred to as a [[critical speed]].
 
If resonance occurs in a mechanical system it can be very harmful-- leading to eventual failure of the system. Consequently, one of the major reasons for vibration analysis is to predict when this type of resonance may occur and then to determine what steps to take to prevent it from occurring. As the amplitude plot shows, adding damping can significantly reduce the magnitude of the vibration. Also, the magnitude can be reduced if the natural frequency can be shifted away from the forcing frequency by changing the stiffness or mass of the system. If the system cannot be changed, perhaps the forcing frequency can be shifted (for example, changing the speed of the machine generating the force).
 
The following are some other points in regards to the forced vibration shown in the frequency response plots.
Baris 143:
==== What causes resonance?====
 
Resonance is simple to understand if you view the spring and mass as energy storage elements--with the mass storing kinetic energy and the spring storing potential energy. As discussed earlier, when the mass and spring have no force acting on them they transfer energy back and forth at a rate equal to the natural frequency. In other words, if energy is to be efficiently pumped into both the mass and spring the energy source needs to feed the energy in at a rate equal to the natural frequency. Applying a force to the mass and spring is similar to pushing a child on swing, you need to push at the correct moment if you want the swing to get higher and higher. As in the case of the swing, the force applied does not necessarily have to be high to get large motions; the pushes just need to keep adding energy into the system.
 
The damper, instead of storing energy, dissipates energy. Since the damping force is proportional to the velocity, the more the motion the more the damper dissipates the energy. Therefore a point will come when the energy dissipated by the damper will equal the energy being fed in by the force. At this point, the system has reached its maximum amplitude and will continue to vibrate at this level as long as the force applied stays the same. If no damping exists, there is nothing to dissipate the energy and therefore theoretically the motion will continue to grow on into infinity.
Baris 149:
==== Applying "complex" forces to the mass-spring-damper model====
 
In a previous section only a simple harmonic force was applied to the model, but this can be extended considerably using two powerful mathematical tools. The first is the [[Fourier transform]] that takes a signal as a function of time ([[time domain]]) and breaks it down into its harmonic components as a function of frequency ([[frequency domain]]). For example, let us apply a force to the mass-spring-damper model that repeats the following cycle--a force equal to 1 [[newton]] for 0.5 second and then no force for 0.5 second. This type of force has the shape of a 1 Hz [[square wave]].
 
[[Berkas:Square wave frequency spectrum animation.gif|thumb|300px|How a 1 Hz square wave can be represented as a summation of sine waves(harmonics) and the corresponding frequency spectrum]]
 
The Fourier transform of the square wave generates a [[frequency spectrum]] that presents the magnitude of the harmonics that make up the square wave (the phase is also generated, but is typically of less concern and therefore is often not plotted). The Fourier transform can also be used to analyze non-[[periodic function|periodic]] functions such as transients (e.g. impulses) and random functions. With the advent of the modern computer the Fourier transform is almost always computed using the [[Fast Fourier Transform]] (FFT) computer algorithm in combination with a [[window function]].
 
In the case of our square wave force, the first component is actually a constant force of 0.5 newton and is represented by a value at "0" Hz in the frequency spectrum. The next component is a 1 Hz sine wave with an amplitude of 0.64. This is shown by the line at 1 Hz. The remaining components are at odd frequencies and it takes an infinite amount of sine waves to generate the perfect square wave. Hence, the Fourier transform allows you to interpret the force as a sum of sinusoidal forces being applied instead of a more "complex" force (e.g. a square wave).
Baris 165:
:<math>X(\omega)=H(\omega)\cdot F(\omega) \ \ or \ \ H(\omega)= {X(\omega) \over F(\omega)}.</math>
 
<math>H(\omega)</math> is called the [[frequency response]] function (also referred to as the [[transfer function]], but not technically as accurate) and has both a magnitude and phase component (if represented as a [[complex number]], a real and imaginary component). The magnitude of the frequency response function (FRF) was presented earlier for the mass-spring-damper system.
 
:<math>|H(\omega)|=\left |{X(\omega) \over F(\omega)} \right|= {1 \over k} {1 \over \sqrt{(1-r^2)^2 + (2 \zeta r)^2}}, \ \ where\ \ r=\frac{f}{f_n}=\frac{\omega}{\omega_n}</math>
 
The phase of the FRF was also presented earlier as:
Baris 176:
[[Berkas:Frequency response example.png|thumb|500px|left|Frequency response model.]]
 
The figure also shows the time domain representation of the resulting vibration. This is done by performing an inverse Fourier Transform that converts frequency domain data to time domain. In practice, this is rarely done because the frequency spectrum provides all the necessary information.
 
The frequency response function (FRF) does not necessarily have to be calculated from the knowledge of the mass, damping, and stiffness of the system, but can be measured experimentally. For example, if you apply a known force and sweep the frequency and then measure the resulting vibration you can calculate the frequency response function and then characterize the system. This technique is used in the field of experimental [[modal analysis]] to determine the vibration characteristics of a structure.