Simulation and Analysis of Two-Mass Suspension Modification Using MATLAB Programming

2019 ◽  
Vol 3 (1) ◽  
pp. 160-165
Author(s):  
Hendry D. Chahyadi
Keyword(s):  
Vibrational Energy ◽  
State Space Model ◽  
Mass System ◽  
Modeling And Analysis ◽  
The Road ◽  
Final Project ◽  
Quarter Car ◽  
Automotive Suspension ◽  
Mass Spring ◽  
Matlab Programming

The designs of automotive suspension system are aiming to avoid vibration generated by road condition interference to the driver. This final project is about a quarter car modeling with simulation modeling and analysis of Two-Mass modeling. Both existing and new modeling are being compared with additional spring in the sprung mass system. MATLAB program is developed to analyze using a state space model. The program developed here can be used for analyzing models of cars and vehicles with 2DOF. The quarter car modelling is basically a mass spring damping system with the car serving as the mass, the suspension coil as the spring, and the shock absorber as the damper. The existing modeling is well-known model for simulating vehicle suspension performance. The spring performs the role of supporting the static weight of the vehicle while the damper helps in dissipating the vibrational energy and limiting the input from the road that is transmitted to the vehicle. The performance of modified modelling by adding extra spring in the sprung mass system provides more comfort to the driver. Later on this project there will be comparison graphic which the output is resulting on the higher level of damping system efficiency that leads to the riding quality.

scholarly journals Numerical Method of Fabric Dynamics Using Front Tracking and Spring Model

2013 ◽  
Vol 14 (5) ◽  
pp. 1228-1251 ◽  
Author(s):  
Yan Li ◽  
I-Liang Chern ◽  
Joung-Dong Kim ◽  
Xiaolin Li
Keyword(s):  
Upper Bound ◽  
Mesh Size ◽  
Front Tracking ◽  
Time Step ◽  
Mass System ◽  
Ode System ◽  
Spring System ◽  
Fabric Surface ◽  
Mass Spring ◽  
Eigen Frequency

AbstractWe use front tracking data structures and functions to model the dynamic evolution of fabric surface. We represent the fabric surface by a triangulated mesh with preset equilibrium side length. The stretching and wrinkling of the surface are modeled by the mass-spring system. The external driving force is added to the fabric motion through the “Impulse method” which computes the velocity of the point mass by superposition of momentum. The mass-spring system is a nonlinear ODE system. Added by the numerical and computational analysis, we show that the spring system has an upper bound of the eigen frequency. We analyzed the system by considering two spring models and we proved in one case that all eigenvalues are imaginary and there exists an upper bound for the eigen-frequency This upper bound plays an important role in determining the numerical stability and accuracy of the ODE system. Based on this analysis, we analyzed the numerical accuracy and stability of the nonlinear spring mass system for fabric surface and its tangential and normal motion. We used the fourth order Runge-Kutta method to solve the ODE system and showed that the time step is linearly dependent on the mesh size for the system.

scholarly journals STUDI EVALUASI TEBAL PERKERASAN KAKU PADA RUAS JALAN DRADAH – KEDUNGPRING MENGUNAKAN METODE BINA MARGA 2002

UKaRsT ◽  
2018 ◽  
Vol 2 (2) ◽  
pp. 7
Author(s):  
Nur Azizah Affandi ◽  
Rasio Hepiyanto
Keyword(s):  
Load Condition ◽  
Public Works ◽  
Natural Factor ◽  
Rigid Pavement ◽  
The Road ◽  
Final Project ◽  
Vehicle Load ◽  
Road Planning ◽  
Using Data ◽  
Pavement Thickness

Damage to the dradah-kedungpring road is not only caused by the amount (volume) of the vehicle that exceed the capacity of the road, but in it is also related to various factors namely human factor and natural factor. Overload is a vehicle's axle load condition exceeding the standard load used on the pavement design assumption or the number of operational paths before the age of the plan is reached, or often referred to as premature deterioration.The method of rigid pavement road planning which is made by Depaterment of Public Works that is Bina Marga method cannot be applied in standard planning in the field implementation maximally so that it has weakness which resulted in the early damage on the highway before the achievement of plan age In this final project will produce the planning of rigid Pavement Thickness on Dradah – Kedungpring road Using Bina Marga Method 2002 ", the thickness is produced calculation with actual vehicle load for traffic data in the calculation Thick pavement has been using data from the results of traffic surveys that exist.In the research that has been done on the thickness rigid pavement dradah-Kedungpring road obtained thickness of 24 cm is expected to provide a good service life in accordance with the expected age of the plan. Keywords: Pavement, LHR, CBR, Vehicle Overloading Expenses.

1⁄4 Car Model for Suspension Trim Corrector Performances Evaluation

2016 ◽  
Vol 823 ◽  
pp. 205-210
Author(s):  
Adrian Ioan Niculescu
Keyword(s):  
Contact Force ◽  
Harmonic Functions ◽  
Degrees Of Freedom ◽  
The Body ◽  
Vertical Acceleration ◽  
Vertical Movements ◽  
The Road ◽  
Quarter Car Model ◽  
Car Model ◽  
Quarter Car

The paper presents a complex quarter car model obtained with ADAMS software, View module, useful in the first stage of suspension dimensioning and optimization.The model is equipped with compression and rebound stopper buffer and suspension trim corrector.The proposed quarter car model with two degrees of freedom (wheel and body) performs all these goals allowing changing:Geometrical elementsPosition of equilibrium, depending on vehicle load;Trim correction;Elastic and dissipative characteristics of the suspension and tire;Suspension stroke;Road profile, assessed either by simple or summation of harmonic functions or reproducing real roadsBuffers (for stroke limitation) position and characteristics;The models developed provide information on:Vertical stability assessed by vertical movements of the body and the longitudinal and transversal stability evaluated based on adherence characterized by wheel ground contact force and frequency of soil detachment wheel.Comfort assessed on the basis of body vertical acceleration and collision forces to the stroke ends.The body-road clearanceThe trim corrector efficiencyAll above performances evaluated function the road unevenness, acceleration, deceleration, turning regime.The damping characteristic is defined by damping forces at different speed for each strokes respectively one for rebound and other for compression.The contact force road-wheel is defined based tire rigidity law.The stopper buffer forces on rebound and compression are defined based each specific rigidity characteristics.The road excitation is realized with a function generator.The software allow the model evolution visualisation in real time, also generating the diagrams of displacements, forces, accelerations, speeds, for each elements or for relative evolution between diverse elements.The simulation was realized for unloaded and fully loaded car using a road generated by a sum of harmonic functions presented in equation (8).The excitation covers the specific frequencies area, being under the body frequencies up to the wheel proper frequencies.The realized ¼ car model, have reached the goal to evaluate the suspension trim correction advantages.The simulations confirm the trim corrector increases the suspension performances, thus for the analyzed case the trim corrector increase simultaneous:Body-ground clearance (evaluated by body higher increasing) between 18.5÷55.1 %Body stability (evaluated by maximal body displacement) between 9.8÷11.4 %Body comfort (evaluated by maximal body acceleration) between 3.4÷35.5 %Adherence (evaluated by maximal and RMS wheel-groundcontact force variation) between 7.0÷12.1 %Body and axles protection (evaluated by buffer strike force) between 10.8÷38.2 %

On the vibration analysis of power lines with moving dampers

2017 ◽  
Vol 24 (18) ◽  
pp. 4096-4109 ◽  
Author(s):  
MA Bukhari ◽  
O Barry ◽  
E Tanbour
Keyword(s):  
Transmission Lines ◽  
Equations Of Motion ◽  
Power Lines ◽  
Governing Equations ◽  
Wind Force ◽  
Vibration Displacement ◽  
Mass System ◽  
Overhead Transmission Lines ◽  
Parametric Studies ◽  
Mass Spring

This work investigates the performance of a moving damper for overhead transmission lines. The damper or absorber consists of mass-spring-damper-mass system. The absorber is connected to a single conductor subjected to pretension and wind force. The governing equations of motion are obtained using Hamilton’s principle, and numerical analysis is carried out using MATLAB®. The model is validated by comparing the present results to those in the literature. Parametric studies are conducted to investigate the performance of the proposed absorber. The results indicate that a moving absorber can be more effective than a fixed absorber. It is also demonstrated that the vibration displacement decreases with increasing forcing frequency and decreasing absorber speed.

Analytical Evaluation of the Nonlinear Vibration of Coupled Oscillator Systems

2011 ◽  
Vol 66 (1-2) ◽  
pp. 67-74 ◽  
Author(s):  
Mahmoud Bayat ◽  
Mehran Shahidi ◽  
Amin Barari ◽  
Ganji Domairry
Keyword(s):  
Order Differential Equation ◽  
Current Approach ◽  
Nonlinear Free Vibration ◽  
Mass System ◽  
Energy Balance Method ◽  
Analytical Technique ◽  
First Order ◽  
Wide Range ◽  
Mass Spring ◽  
Coupled Oscillator Systems

We consider periodic solutions for nonlinear free vibration of conservative, coupled mass-spring systems with linear and nonlinear stiffnesses. Two practical cases of these systems are explained and introduced. An analytical technique called energy balance method (EBM) was applied to calculate approximations to the achieved nonlinear differential oscillation equations where the displacement of the two-mass system can be obtained directly from the linear second-order differential equation using the first order of the current approach. Compared with exact solutions, just one iteration leads us to high accuracy which is valid for a wide range of vibration amplitudes as indicated in the presented examples.

scholarly journals ANALISA TEBAL PERKERASAN LENTUR PADA RENCANA PENINGKATAN JALAN RUAS LEGUNDI – PERTIGAAN BUNDER

2019 ◽  
Vol 2 (2) ◽  
pp. 322
Author(s):  
Fandra Andriansyah P ◽  
Sigit Winarto ◽  
Yosef Cahyo Setianto Poernomo ◽  
Agata Iwan Candra
Keyword(s):  
Flexible Pavement ◽  
California Bearing Ratio ◽  
Topographic Map ◽  
The Road ◽  
Final Project ◽  
Class A ◽  
Road Section ◽  
Full Circle ◽  
Pavement Thickness ◽  
General Work

The final project is Analysis of Flexible Pavement Thickness in the Plan for Improvement of Legundi Road Section - Bunder KM.5 + 700 to 13 + 700 STA. 0 + 000 to 4 + 000which comprised the road geometrics, flexible pavement depth completed with the budgeting. A topographic map was employed to make a geometric design. Traffic data of 2018, rainfall data of 2018, and California Bearing Ratio (CBR) data were needed to design the flexible pavement depth. The basic itemized cost of wages, materials, tools, and work itemized cost from General Work BinaMarga of East Java Province Division IV (Surabaya, Gresik, Sidoarjo, Mojokerto, Jombang) were needed to find out the budget. Chosen alternative flexible pavement depth of 10 cm asphalt-concrete MS 744 surface, 20 cm Cement Tread Base (CTB) base, and 50 cm sand-aggregate class A (CBR 70) sub-base.The calculations result in PI 01 Full-Circle bend and PI 02 Full-Circle; at IDR 14.745.341.000.Laporan Akhir ini adalah Analisa Tebal Perkerasan Lentur Pada Rencana Peningkatan Jalan Ruas Legundi – Pertigaan Bunder KM.5+700 s/d 13+700 STA. 0+000 s/d 4+000 yang bertujuan untuk menghitung tebal perkerasan lentur jalan, menghitung geometric jalan dan rencana anggaran biaya proyek. Peta topografi sebagai dasar untuk merencanakan geometric jalan. Data lalu lintas tahun 2018, data curah hujan tahun 2018, data California Bearing Ratio (CBR) untuk merencanakan tebal perkerasan lenturjalan. Data Harga Satuan Dasar upah, bahan, dan alat serta Harga Satuan Pekerjaan dari Departemen Pekerjaan Umum Bina Marga Jatim kelompok IV (Surabaya, Gresik, Sidoarjo, Mojokerto, Jombang) digunakan untuk perhitungan Rencana Anggaran Biaya. Berdasarkan perhitungan didapatkan tebal perkerasan lentur alternative terpilih untuk surface 10cm laston MS 744, base 20 cm Cement Tread Base (CTB) ,serta sub base 50 cm Sirtukelas A (CBR 70). Bentuktikungan PI 01 Full-Circle, dan PI 02 Full-Circle. Biaya yang diperlukanadalahsebesarRp 14.745.341.000,-.

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