The Compressive Strength of Concrete determines the quality of Concrete. The strength is determined by a standard crushing test on a concrete cylinder, that requires engineers to build small concrete cylinders with different combinations of raw materials and test these cylinders for strength variations with a change in each raw material. The recommended wait time for testing the cylinder is 28 days to ensure correct results, although there are formulas for making estimates from shorter cure times. The formal 28-day approach consumes a lot of time and labor to prepare different prototypes and test them; the method itself is error prone and mistakes can cause the wait time to drastically increase.
One way of reducing the wait time and reducing the number of combinations to try is to make use of digital simulations, where we can provide information to the computer about what we know and the computer tries different combinations to predict the compressive strength. This approach can reduce the number of combinations we can try physically and reduce the total amount of time for experimentation. But, to design such software we have to know the relations between all the raw materials and how one material affects the strength. It is possible to derive mathematical equations and run simulations based on these equations, but we cannot expect the relations to be same in real-world. Also, these tests have been performed for many numbers of times now and we have enough real-world data that can be used for predictive modelling.
The figure below shows a picture of a typical conrete cylinder tested in compression.
Some places to start are:
I-Cheng Yeh, “ Modeling of strength of high performance concrete using artificial neural networks,” Cement and Concrete Research, Vol. 28, №12, pp. 1797–1808 (1998). https://archive.ics.uci.edu/ml/datasets/Concrete+Compressive+Strength
Laskar, Aminul Islam. (2011). Mix design of high-performance concrete. Materials Research, 14(4), 429-433. Epub November 21, 2011.https://doi.org/10.1590/S1516-14392011005000088 or http://54.243.252.9/engr-1330-psuedo-course/CECE-1330-PsuedoCourse/6-Projects/P-ConcreteStrength/Mix_Design_of_High-performance_Concrete.pdf
Ahsanul Kabir, Md Monjurul Hasan, Khasro Miah, “ Strength Prediction Model for Concrete”, ACEE Int. J. on Civil and Environmental Engineering, Vol. 2, №1, Aug 2013.
Castro, A.L. & Liborio, J.B.L. & Valenzuela, Federico & Pandolfelli, Victor. (2008). The application of rheological concepts on the evaluation of high-performance concrete workability. American Concrete Institute, ACI Special Publication. 119-131. copy at: http://54.243.252.9/engr-1330-psuedo-course/CECE-1330-PsuedoCourse/6-Projects/P-ConcreteStrength/ArtigoHPC026_CASTROetalfinal.pdf
de Larrard, François & Sedran, Thierry. (2002). Mixture-proportioning of high-performance concrete. Cement and Concrete Research. 32. 1699-1704. 10.1016/S0008-8846(02)00861-X. copy at: http://54.243.252.9/engr-1330-psuedo-course/CECE-1330-PsuedoCourse/6-Projects/P-ConcreteStrength/Mixture-ProportioningCCR-deLarrardSedran-full.pdf
Cement | BlastFurnaceSlag | FlyAsh | CoarseAggregate | FineAggregate | Water | Superplasticizer | Age |
---|---|---|---|---|---|---|---|
175.0 | 13.0 | 172.0 | 1000.0 | 856.0 | 156.0 | 4.0 | 3.0 |
320.0 | 0.0 | 0.0 | 970.0 | 850.0 | 192.0 | 0.0 | 7.0 |
320.0 | 0.0 | 126.0 | 860.0 | 856.0 | 209.0 | 5.70 | 28.0 |
320.0 | 73.0 | 54.0 | 972.0 | 773.0 | 181.0 | 6.0 | 45.0 |
530.0 | 359.0 | 200.0 | 1145.0 | 992.0 | 247.0 | 32.0 | 365.0 |
strength = b0+b1*BlastSlag+b2*FlyAsh+b3*Coarse+ ....
log(strength) = log(b0+b1*BlastSlag+b2*FlyAsh+b3*Coarse+ ....)
strength = b0*(Blast**e1* Fly**e2* Doarse**e3...)
Each team must submit an effort sheet which is a table with a clear discription of the tasks undertaken by each member and has the signiture of all team members. The effort sheets should be submitted digitally via email.
This report must include:
Your report should be limited to 7 pages, 12 pt font size, double linespacing (exclusive of references which are NOT included in the page count). You need to cite/reference all sources you used. This report must be submitted by Midnight April 20th in PDF format.
This report must include:
All the references used in the entire length of the project.
This report must be submitted by Midnight May 2nd in PDF format, along with the following documents:
A well-documented Jupyter Notebook (.ipynb file) for the implementation of the data model user interface.
Above items can reside in a single notebook; but clearly identify sections that perform different tasks.
A how-to video demonstrating the application, performance and description of what you did for the project, including the problems that you solved as well as those that you were not able to solve.
A project management video (up to 5 minutes) in which you explain how you completed the project and how you worked as a team.
Above items can reside in a single video; but structure the video into the two parts; use an obvious transition when moving from "how to ..." into the project management portion.
Keep the total video length to less than 10 minutes; submit as an "unlisted" YouTube video, and just supply the link (someone on each team is likely to have a YouTube creator account). Keep in mind a 10 minute video can approach 100MB file size before compression, so it won't upload to Blackboard and cannot be emailed.