Civil and Environmental Engineering Commons^™

Analysis Of Isotruss Joints, Robert Thompson, Dr. David Jensen

Journal of Undergraduate Research

The purpose of this project was to identify how different winding patterns of composite tow affects the strength of interwoven joints, like those that exist in IsoTruss and other composite lattice structures. Three different winding configurations were analyzed to compare and determine how the pattern of carbon fiber strand layup would affect the strength of the joints on an IsoTruss member.

Geogrid-Reinforcement’S Zone Of Influence, Shaun Hilton, W. Spencer Guthrie

Journal of Undergraduate Research

Geogrid is a polypropylene material manufactured with approximately 1-in. wide openings, called apertures. A triaxial geogrid configuration is illustrated in Figure 1. Geogrid reinforcement is typically positioned beneath and/or within an aggregate base layer in a pavement structure and is designed to prevent lateral spreading of the individual aggregate particles comprising that layer. Thus, inter-particle friction can be increased among the individual aggregate particles located above and potentially below the geogrid. When this occurs, the result is an increase in the stiffness of the aggregate base layer that leads to a greater load-carrying capacity of the pavement.

Development Of A Flow Duration Curve To Determine Hydropower Feasibility, Susan Estep, Elise Estep, Dr. Jim Nelson

Journal of Undergraduate Research

The purpose of this project was to derive Flow Duration Curves (FDCs) by three separate methods in order to compare the accuracy of these methods. The FDCs would be used to estimate the amount of water that would be consistently available for hydropower.

Mentored Environment For Isogeometric Analysis, Kevin Tew, Michael Scott

Journal of Undergraduate Research

The mentored environment for isogeometric analysis (IGA) has trained engineering and computer science students to develop isogeometric numerical methods and accompanying software to solve challenging problems in science and engineering. The mentoring environment consisted of:

1. Weekly group meetings where research concepts were discussed, scientific literature was reviewed, and progress was monitored.
2. Pairing of students with a faculty members to develop IGA design-through-analysis methodologies.
3. Preparation of results for peer-reviewed publications.

Meg Report: Elastic Frames For Earthquake Resistance, Paul Richards

Journal of Undergraduate Research

The topic of the proposal was steel frames with superior elastic energy capacity that will permit buildings to better withstand severe earthquake loading. The anticipated outcomes related to mentoring were: each student researcher would be the lead author on a conference publication, students would present results at a national conference, and each student researcher would be a co-author on a journal article; with the graduate student researcher as a lead author.

Finite Element Modeling Of Shallow Embedded Connection Stiffness, Trevor Jones, Dr. Paul Richards

Journal of Undergraduate Research

Shallowly embedded connections are a common and important connection of steel columns to reinforced concrete foundations, which can increase the building’s overall stiffness and strength. Until now, their contributions have been neglected because they are hard to quantify and study. Previous research at BYU (Barnwell 2015) has shown that the strength and stiffness available in these connections is greater than was previously assumed. A thorough understanding of these desirable properties would allow engineers to design buildings that are more cost-effective.

Thermal Properties Of Natural-Colored And Darkened Portland Cement Concrete Pavement, Tenli Waters, W. Spencer Guthrie

Journal of Undergraduate Research

The purpose of this project was to measure thermal properties of natural-colored and darkened portland cement concrete in order to explain observations from field data already collected. While portland cement concrete pavement offers a durable surface and long service life when designed and constructed properly, selected concrete pavement sections require expensive winter maintenance treatments to clear snow and ice. One method of potentially reducing winter maintenance costs is darkening the concrete pavement. Darkening the concrete reduces its albedo, or whiteness, and should therefore promote higher pavement surface temperatures through increased absorption of radiation energy from the sun. In winter, darkened …