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Filtering by: Subject Reinforced concrete -- Corrosion Committee Member Miller, Thomas

Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range

Creator:

Robelo, Melissa J.

Abstract:

Performance evaluation of conventionally reinforced concrete (CRC) bridge superstructure elements with diagonal cracks is of interest to the bridge engineering community. Standardized methods to predict service-level stress magnitudes in cracked bridge girders under combined bending and shear forces are not available. An analysis procedure was developed to determine the response...

Resource Type:

Masters Thesis

Full Text:

Cracked Conventionally Reinforced Concrete Girders in the Service Load Range Abstract Approved
Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels

Creator:

Blank, Curtis

Abstract:

This project determines the short term and long term effective stiffness values for Cross Laminated Timber (CLT) with a reinforced concrete topping. The reinforced concrete was attached to the CLT panels with interface connections, and different types of interface connections were tested. Throughout this project, there are 31 tests with...

Resource Type:

Masters Thesis

Full Text:

Timber (CLT) with a reinforced concrete topping. The reinforced concrete was attached to the CLT panels
Methods for strengthening flexural steel details in reinforced concrete bridge girders using a near-surface mounted retrofitting technique

Creator:

Amneus, Deanna

Abstract:

Many older reinforced concrete deck girder (RCDG) bridges contain straight bar terminations of flexural reinforcement. Common bridge design practice of the 1950s did not consider the additional demands on the terminated bars from shear and flexure. Moreover, more stringent code specifications and heavier permit trucks contribute to the insufficient ratings...

Resource Type:

Masters Thesis

Full Text:

Reinforced Concrete Bridge Girders Using a Near-Surface Mounted Retrofitting Technique METHODS