9634570 Elgaaly Economical design of girders normally requires thin webs. The use of corrugated webs is a possible way of achieving adequate out-of-plane stiffness without recourse to using stiffeners. A report by the Principal Investigator summarizing the results from a research project, to investigate the behavior of beams with corrugated webs under static loading has been completed. This project will investigate the behavior of girders with corrugated webs under repeated loading. Preliminary results from very limited tests indicate that the fatigue strength for the girders with corrugated webs can be higher than for conventionally stiffened girders. This project will determine the behavior of bridge girders with corrugated webs under repeated loading and establish the fatigue strength for such girders. The optimum shape of the corrugation under static loading may not be the optimum shape under repeated loading. ***

Agency
National Science Foundation (NSF)
Institute
Division of Civil, Mechanical, and Manufacturing Innovation (CMMI)
Application #
9634570
Program Officer
Vijaya Gopu
Project Start
Project End
Budget Start
1997-05-01
Budget End
2001-04-30
Support Year
Fiscal Year
1996
Total Cost
$109,875
Indirect Cost
Name
Drexel University
Department
Type
DUNS #
City
Philadelphia
State
PA
Country
United States
Zip Code
19104