Dynamic Measurements from a Laboratory Truss in Healthy and Damaged Conditions (NEES-2011-1031)

By Billie Spencer, Yong Gao, Zhuoxiong Sun

Version 1.0

License

DOI

10.7277/4T4D-1R21

Category

Uncategorized

Published on

May 31, 2017

Abstract

Title: Dynamic Measurements from a Laboratory Truss in Healthy and Damaged Conditions (NEES-2011-1031)

Year Of Curation: 2012

Description: A 5.6 m long, 14-bay, three-dimensional truss structure has been tested at the Smart Structures Technology Laboratory(SSTL) of the University of Illinois at Urbana-Champaign (UIUC). This specimen was designed to provide a testbed for testing and validation of existing damage detection methods. The truss members are steel tubes with an inner diameter of 1.09 cm and an outer diameter of 1.71cm. The joints of the elements are specially designed so that the truss member can be easily removed or replaced to simulate damage without dissembling the entire structure. The truss is excited vertically by a Ling Dynamic Systems permanent magnetic V408 shaker that can generate a maximum force of 20 lbs with a dynamic performance ranging from 5 Hz to 9000 Hz. PCB high sensitivity piezotronics accelerometers (model 353B33) are used to measure the response of the structure.

Award: http://www.nsf.gov/awardsearch/showAward?AWD_ID=1035748

PIs & CoPIs: Yong Gao, Billie Spencer, Zhuoxiong Sun

Dates: January 01, 2001 - March 31, 2011

Organizations: University of Illinois at Urbana-Champaign, IL, United States

Facilities: University of Illinois at Urbana-Champaign, IL, United States

Sponsor: NSF - CNS - 1035748

Keywords: accelerometers, monitoring, truss

 

Cite this work

  • Billie Spencer, Yong Gao, Zhuoxiong Sun (2017), "Dynamic Measurements from a Laboratory Truss in Healthy and Damaged Conditions (NEES-2011-1031)," https://datacenterhub.org/deedsdv/publications/view/460.

Keywords

accelerometers, monitoring, truss