Carolan, M. E., Jeong, D. Y., Perlman, A. B., Tang, Y. H., & Gonzalez III, F. (2011). Deformation behavior of welded steel sandwich panels under quasi-static loading (Report No. JCR2011-56054). United States. Department of Transportation. Federal Railroad Administration. https://rosap.ntl.bts.gov/view/dot/9127
Carolan, Michael E., David Y. Jeong, A. Benjamin Perlman, Yim H. Tang, and Francisco Gonzalez III. Deformation behavior of welded steel sandwich panels under quasi-static loading. Report no. JCR2011-56054. United States. Department of Transportation. Federal Railroad Administration, 2011. https://rosap.ntl.bts.gov/view/dot/9127.
Carolan, Michael E., et al. Deformation behavior of welded steel sandwich panels under quasi-static loading. United States. Department of Transportation. Federal Railroad Administration, 2011, Report no. JCR2011-56054, ROSA P. https://rosap.ntl.bts.gov/view/dot/9127.
This paper summarizes basic research (i.e., testing and analysis)
;
conducted to examine the deformation behavior of flat-welded
;
steel sandwich panels under two types of quasi-static loading:
;
(1) uniaxial compression; and (2) bending through an indenter.
;
The objectives of these tests were to: (1) confirm the analytical
;
and computational (i.e., finite element) modeling of sandwich
;
structures, (2) examine the fabrication issues associated with
;
such structures (e.g., material selection and welding processes),
;
and (3) observe the deformation behavior and local collapse
;
mechanisms under the two different types of loading. In
;
addition, the uniaxial compression tests were performed to rank
;
or screen different core geometries. Five core geometries were
;
examined in the compression tests: pipe or tubular cores with
;
outer diameters equal to 2, 3, and 5 inches; a 2-inch square
;
diamond core; and a double-corrugated core called an X-core
;
with a 5-inch core height.
Carolan, M. E., Jeong, D. Y., Perlman, A. B., Tang, Y. H., & Gonzalez III, F. (2011). Deformation behavior of welded steel sandwich panels under quasi-static loading (Report No. JCR2011-56054). United States. Department of Transportation. Federal Railroad Administration. https://rosap.ntl.bts.gov/view/dot/9127
Carolan, Michael E., David Y. Jeong, A. Benjamin Perlman, Yim H. Tang, and Francisco Gonzalez III. Deformation behavior of welded steel sandwich panels under quasi-static loading. Report no. JCR2011-56054. United States. Department of Transportation. Federal Railroad Administration, 2011. https://rosap.ntl.bts.gov/view/dot/9127.
Carolan, Michael E., et al. Deformation behavior of welded steel sandwich panels under quasi-static loading. United States. Department of Transportation. Federal Railroad Administration, 2011, Report no. JCR2011-56054, ROSA P. https://rosap.ntl.bts.gov/view/dot/9127.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.