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"ocn775366094"
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Bibliographic Information
Title
Tool for analysis of early age transverse cracking of composite bridge decks [electronic resource]
Author
Minnetyan, Levon, 1946-
Publisher:
Dept. of Civil and Environmental Engineering, W.J. Rowley Research Laboratories, Clarkson University,
Pub date:
[2011]
Pages:
166 p. :
Item info:
2 copies available at New York State Library.
Holdings
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New York State Library
Copy
Material
Location
TRA 470-4 TOOAE 213-637
1
BOOK-Q
D-NYS-DOC (nocirc)
2
BOOK-Q
D-NYS-DOC
MARC Record
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Control number:
ocn775366094
Local control number:
(OCoLC)775366094
Gov. Doc. Call #:
TRA 470-4 TOOAE 213-637
Author:
Minnetyan, Levon, 1946-
Title:
Tool for analysis of early age transverse cracking of composite bridge decks [electronic resource] / Levon Minnetyan, Kerop J. Janoyan.
Imprint:
Potsdam, N.Y. Dept. of Civil and Environmental Engineering, W.J. Rowley Research Laboratories, Clarkson University, [2011]
Physical description:
166 p. : digital, PDF file with ill. (some col.).
Note:
Title from PDF title screen.
Note:
"August 29, 2011."
Note:
"Research project SPR-06-37 (C-06-37)."
Note:
"Consortium: Transportation Infrastructure Research Consortium--contract #C010331."
Note:
Includes bibliographical references (p. 74-77).
Partial contents:
Executive summary -- Significance of deck cracking problem -- Composite bridge analysis (CBRAN) computational framework -- Development of mathematical models for temperature and moisture gradients and shrinkage in the deck slab -- Implementation of the formulated theoretical framework in finite element progressive cracking simulation software -- Model calibration and software validation -- Integration with structural health monitoring (SHM): Experimental testing of early age transverse cracking of composite bridge decks -- Implementation and technology transfer with recommendations for bridge deck cracking mitigation -- Conclusions -- References -- Appendices.
Summary:
This research project investigated stresses in high performance (HP) concrete composite bridge decks due to temperature, shrinkage, and vehicle loading. Computational methods and software were developed to compute the stresses. The structural analysis program used a layered finite element model. Time-history residual stresses were computed for 28 days, then an HS25 vehicle load was applied. Longitudinal stress levels were printed layer by layer for comparison with the modulus of rupture and assessment of cracking.
Local note:
Library owns print copy.
Held by:
NYSL
Subject:
Concrete bridges--Floors--Cracking.
Subject:
Bridge decks. trt
Subject:
Composite materials. trt
Subject:
Transverse cracking. trt
Subject:
Structural analysis. trt
Subject:
Aging (Materials). trt
Added entry:
Janoyan, Kerop Daniel, 1971-
Added entry:
W.J. Rowley Research Laboratories.
Added entry:
Transportation Infrastructure Research Consortium (U.S.)
Added entry:
New York (State). Department of Transportation.
Electronic access:
Online access http://files.library.northwestern.edu/transportation/online/unrestricted/2011/NYSDOT-C-06-37.pdf
Electronic access:
https://www.dot.ny.gov/divisions/engineering/technical-services/trans-r-and-d-repository/C-06-37_FINAL_Report_8-29-2011.pdf?nd=nysdot
Electronic access:
http://purl.nysed.gov/nysl/775366094
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