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J.Y. and G.K. devised and conducted the experiment. J.Y. and J.L. contributed in writing and running MATLAB code for DNN model. J.P. and S.R. contributed in providing expertise and feedback with their experience. All authors contributed in improving the manuscript with their experience and reviewing the manuscript several times.
To use this library of code for MATLAB your mbed must be running code which can receive and then execute RPC commands. The Interfacing Using RPC page explains this and has some example programs. You can use the RPC_Serial program or the HTTP server with the examples on this page.
As the MATLAB classes actually create objects on the mbed it can become important to reset your mbed before running your MATLAB code as this will prevent there being too many objects or conflicting objects created on the same pin. You can of course do this by pressing the button or alternatively by using the reset function in the mbedSerial class.
This could be useful for testing the interface code, and potentially to test your own code without needing to connect an mbed, though note for methods which return an argument the test connection will return a random value.
The code on the mbed side is exactly the same as you would use to talk to a pc with terraterm or similar. I have been using it to read analogue data from an accellerometer, so basically just dumping data from 3 AnalogIn's over the serial connection, using the code below:
The Matlab code I have been using basically just reads in the data from the serial port and displays it as a graph. The graph overwrites itself every n samples and the x-labels update to match. The try/catch block is important as if an error occurs while the serial object is instantiated before fclose() is called then the port remains open and cannot be closed. The only solution I have found to this is to restart the PC, so using a try/catch to close the port on an error is important!
The code for just reading in the data from mbed into a variable is only a few lines long, the majority of this code is concerned with formatting and displaying the data. Using fscanf the data can be automatically converted from the string receieved back into seperate variables using (I think!) exactly the same syntax as was used in printf on mbed to put it into a string in the first place. The actual important bits of code for doing things are just:
MATLAB can be very useful for processing and manipulating data, particuarly when you have a lot of data points. This example shows how you can use the library above to work with both standard IO and custom code to allow use of many other interfaces such as I2C or SPI sensorsThis demo uses a SRF08 UltraSonic Ranger mounted on a servo pan tilt mount to record lots of data and then uses MATLAB to process and display this data. This could be mounted on the front of a robot and used by the robot to find its way around its surroundings. Matlab has complete control of the servos and the range finder in real time.
The distribution and propagation of rock cracks have a significant impact on geotechnical engineering. Taking rock-like materials with bent cracks as the research object, the particle flow code in two dimensions numerical simulation method was used to study the impact of the bend number on rock-like materials strength and crack evolution. According to the results, when the bend number was 1, 3, and 7, the strength of the specimens gradually increased; the elasticity modulus did not change significantly with the crack bend number. Uniaxial compression generated tensile cracks in all the specimens with bent cracks, but in terms of failure mode, the specimens with 0 bend tended to suffer penetrating failure along the fracture strike, while the specimens with 1, 3, and 7 bend tended to suffer penetrating failure along the diagonal direction. Both the fractal dimension and bend number were positively correlated with strain; with the gradual increase of the stress percentage, the damage variable of the specimens gradually increased at a growing rate. The research results provide a reference for predicting the stability of the underground engineering surrounding rocks containing bent cracks.
I hope some of you may find this work interesting, the X-FEM non-linear code developed (incorporating linear elasticity, J2 plasticity, and Strain Gradient Plasticity) can be downloaded from www.empaneda.com/codes
A new piece of software has been presented that connects the well-known FE code Abaqus with Matlab. The source code, detailed documentation and a large number of tutorials can be freely downloaded from www.abaqus2matlab.com
To use cohesive elements, normally user can add a layer of elements between neighbouring node pairs. This matlab code can help you to process that especially your FE mesh is irregular. The code, the initial .inp file and corresponding out put files are attached for a better illustration. The new generated cohesive elements won't cause any trouble in the element number. Also you can apply this code to generate new UMAT elements in mesh.
This is MATLAB code that was written by myself and collaborators that we've sought to make available to the wider research community. The program is intended to track the displacements of micropatterned dots on a substrate in a similar manner to that performed by Maloney et al. in \"Influence of Finite Thickness on cellular adhesion-induced deformation of an compliant substrata\". Physical Review E. 2008.
I need some help. I have a lot of problems trying to implement the MMA or GCMMA optimizer in the Sigmund's Topology Optimization code (99 lines). Have you ever do that. Please, is very important for my pregraduate thesis.
I need to create a macro in Hypermesh with a TCL programming code. I have two problems. I've had the code yet, but It's written in Matlab code, I've heard that TCL can talk to Matlab by DDE. The second problem is that I don't know anything about TCL code. Anyone can help me, anyway
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