Degree Type
Thesis
Date of Award
2009
Degree Name
Master of Science
Department
Civil, Construction, and Environmental Engineering
First Advisor
Sri Sritharan
Abstract
This thesis provides a pretest analysis of a commonly used and increasingly popular superstructure-to-cap-beam connection used in the state of California subjected to seismic loading. The current connection investigated is used for precast girders placed on inverted-tee cap beams. The development of a prototype bridge and a 50% scale test unit was discussed. Then multiple models were analyzed ranging from a single girder with a cap beam to a assembly with a column, cap beam, diaphragms, deck slab and ten girders based on the prototype and test unit. The analysis models were analyzed in the general purpose finite element program ABAQUS. A new connection detail utilizing an unstressed, prestressing strand placed through the girders was then modeled and proposed to provide a moment resistant connection and allow a plastic hinge to form in the top of the column. By allowing a plastic hinge to form in the top of the column the system is more economical then the current design detail.
DOI
https://doi.org/10.31274/etd-180810-1090
Copyright Owner
Zachary John-william Thiemann
Copyright Date
2009
Language
en
Date Available
2012-04-30
File Format
application/pdf
File Size
205 pages
Recommended Citation
Thiemann, Zachary John-william, "Pretest 3-D finite element analysis of the girder-to-cap-beam connection of an inverted-tee cap beam designed for seismic loadings" (2009). Graduate Theses and Dissertations. 11100.
https://lib.dr.iastate.edu/etd/11100
