College - Author 1

College of Architecture and Environmental Design

Department - Author 1

Architectural Engineering Department

Degree Name - Author 1

BS in Architectural Engineering

College - Author 2

College of Architecture and Environmental Design

Department - Author 2

Architectural Engineering Department

Degree - Author 2

BS in Architectural Engineering

College - Author 3

College of Architecture and Environmental Design

Department - Author 3

Architectural Engineering Department

Degree - Author 3

BS in Architectural Engineering

Date

6-2024

Primary Advisor

Peter Laursen, College of Architecture and Environmental Design, Architectural Engineering Department

Abstract/Summary

The objective of this project is to discover a structurally effective method in repurposing recyclable plastic waste through its partial substitution for traditional fine aggregate in concrete.

Results obtained from analysis indicate a 25 percent compressive strength reduction with polypropylene at a 10 percent partial substitution for total sand content. This material successfully performed as an alternative, presenting a ductile mode of failure.

Three material alternatives - polypropylene, polyethylene, and rubber - were substituted for a percentage of sand. These materials underwent concrete cylinder crushing tests to determine their ultimate crushing strength, with the intent of identifying the most effective substitute.

A secondary set of concrete cylinder tests proportioned different percentages of the independent variable (polypropylene) as a substitute. Results obtained from these tests indicate the mix design for concrete cast beams, from which the analysis results are derived. This beam experienced a 10% reduction in flexural capacity compared to a similar beam made of typical concrete. The beam section remained tension-controlled, as required by ACI 318-19 9.3.3.1.

This alternative mix design promotes sustainable building practices and can be utilized as a reduced-strength concrete for beams, slabs, and foundations.

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