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Results

Report your findings and most importantly: why they are relevant. This may come in the form of graphs, animations, infrared photographs, etc. 
Do they match your initial hypothesis? 

​Possible Outcomes of Tests :

Our Expected Results 

Picture

Progressive Stress Failure of Concrete :

Picture

​Satisfactory Test Failure :

Picture
"Although the ductility of concrete is several orders of magnitude lower than steel, it still exhibits considerable deformation before failure. In conventional testing machines, where the test is performed under control of loading rate, a sudden failure of the specimen occurs as soon as the maximum load level is reached – the machine gives small increments of load to the specimen and the resultant deformation is measured, as a result, when the incremental load goes over the maximum level, the specimen fractures suddenly."

Prof. Jason Weiss, School of Civil Engineering, Purdue University.

​Results : Image Simulates Objects Embedded Within Concrete. // Desired Fracture

Picture
Typical failure patterns of concrete cube (a) steel-encapsulated PCM-concrete and (b) normal weight aggregate concrete.
​

Our tests would "hypothetically" result in something similar to the image above. The geometry within the cube would allow the concrete to have a stronger bond. 

Stress Strain Curve // Modulus of Elasticity 

"It is interesting to note that although cement paste and aggregates individually have linear stress-strain relationships, the behaviour for concrete is non-linear. This is due to the mismatch and microcracking created at the interfacial transition zone."

Prof. Jason Weiss, School of Civil Engineering, Purdue University.
Modulus of elasticity (also known as elastic modulus, the coefficient of elasticity) of a material is a number which is defined by the ratio of the applied stress to the corresponding strain within the elastic limit. Physically it indicates a material’s resistance to being deformed when a stress is applied to it. Modulus of elasticity also indicates the stiffness of a material. Value of elastic modulus is higher for the stiffer materials.
Modulus of Elasticity, E=f/s
Here, f = applied stress on a body
          s = strain to correspond to the applied stress

Working stress correlates to the modulus of elasticity, that is why it is necessary to record small load increments during the test. 


Examples : Successful Tests 

Picture
These are samples of successful failures. Given the geometries added to each cube, the test results would vary. The successful geometries would be redesigned in terms of size, and volume of "aggregate" per a 2.5" x 2.5" x 2.5" Cube.

Examples : Failed Tests 

Picture
It is very possible for some of our test results to fail with uncontrolled cracks. We are hypothesizing that with the amount of texture on each geometry, the micro cracks would be minimized, or distributed evenly around the aggregate. Again, the idea would be for the concrete to fail before the bonding failed ? 

​Test Cube Failure Diagrams :

Picture
We are hypothesizing about about the possible solutions to these types of tensile cracks. The way in which concrete bonds to the plastic texture might create feasible solutions. 

Possibilities of 3D printed materials in concrete according to analysis :

Ceramic Foam : Lattice 3D print could be filled with concrete; perhaps increasing insulation capabilities. 

3D Printing Metal : Lattice Structure // Similar to rebar.

Plastic Decay Within Concrete Overtime // Porous Structure 

 "PLA requires a laundry list of conditions to effectively break down. Specifically - oxygen, a temperature of 140+ degrees, and a 2/3 cocktail of organic substrate. Collectively, these are absent in any scenario outside of industrial composting facilities. This means that PLA plastic will sit for a very long time."

​2020, Filabot 
"The Filabot, for lack of a better engineered example, is capable of turning your old PLA or ABS prints into fresh filament again so you can indefinitely extend the practical life of the material. Plastic, once it has been industrially produced, is categorically best staying plastic. Giving this plastic renewed purpose is the key, and is ultimately a far more productive future than an impractically slow death in the ground."

​2020, Filabot 

3D Printed Aerogel Technology  

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Picture

Proposal

Background

Construction

Methodology

Results

  • Projects
    • Environment Box
    • Passive Refrigeration
    • Water Cooling
    • Fog Catching
    • Roof Geometries
    • Optimal Insulation
    • Cooler Windcatcher
    • Green Machine
    • Mitigating Humidity
    • Convective Air Flow
    • Styrene Reuse
    • Thermal Reflection
    • ETFE Rigidification
    • Phase Change Materials
    • Polar Reflection
    • Cavity Depth Variation
    • Vapor Permeability
    • Algae Facade
    • Moisture Buffering
    • Engineered Geometries
    • Recycled Desiccant Materials
    • Living Wall
    • Solar Shading Facades
    • SHADESin.reACTION
    • Low-Fab Dehumidification
    • Breathing Wall
    • Urban Heat Island
    • Acoustical Design
    • Latent Heat of PCM's
    • Insulative Qualities of Air
  • About
  • Lectures
    • Building Science Basics I
    • Building Science Basics II
    • Research & Literature Review
    • Scales of Fabrication
    • Electronics
    • Methodology
    • Graphical Excellence
    • Moving Graphics
  • Assignments
    • 1: Research Proposal
    • 2: Prototype
    • 3: Data
    • 4: Design Proposal
    • Presentation & Paper
  • Workshops
    • Thermal Scavenger Hunt
    • Balance Point Game
    • Advanced Shop Training
    • Basic Electronics
    • Advanced Electronics
    • Excel & Illustrator
    • Data Visualization
    • Videos
    • Animations
  • Syllabus
  • Resources