ENCE 717: BRIDGE ENGINEERING
Summer
2009, Tue 4:30 pm
ENGR 0135
Instructor: Dr.
Chung C. Fu, P.E.
Office: S1129
Office Hours: TuTh
1:00-3:00pm
Phone : 301-405-2011
Fax : 301-314-9129
E-mail : ccfu@umd.edu


Course Objectives:
To
give students understanding of the AASHTO Specifications and access to advanced
knowledge in design of long-span steel plate girder, steel truss and
prestressed concrete bridges. It is meant to include an introduction to
computer-added design programs to analyze and design such structures.
Course Description:
The
design and rating of bridge structures in accordance with the AASHTO LRFD (and
WSD, LFD, if applied) specifications. Development of the basic
strength and performance requirements as defined within AASHTO codes. Projects
requiring the design, rating and ultimate strength evaluations will be assigned
for all of the predominate construction types
including: steel, concrete and wood (may include FRP); simple and continuous
span; straight and horizontally curved; non-composite and composite I- and box
section superstructure elements.
Course Workload:
- Readings (textbook, selected
journal papers, additional handouts)
- One midterm
- Six to eight homework
- Two projects
Prerequisites:
Not listed, but preferable ENCE454 Design of Concrete Structures and
ENCE455 Design of Steel Structures (or equivalent courses).
Textbooks:
No textbooks; all hands-out and reference books
Reference books:
- AASHTO Standard Specifications for Highway
Bridges (http://www.aashto.org)
- AASHTO LRFD Bridge Design Specifications (http://www.aashto.org)
- AISI Four LRFD Design Examples of Steel Highway
Bridges (http://www.aisc.org)
- PCI Precast Prestressed Concrete Bridge Design Manual (http://www.pci.org)
- Forest Service Timber Bridges
- Bridge Rehabilitation and Replacement by Sung
H. Park
- Bridge Inspection by Sung H. Park
- FHWA Bridge Inspector's Training
Manual
- Design of Highway Bridges by R.M. Barker and
J.A. Puckett (http://www.wiley.com/WileyCDA/WileyTitle/productCd-0471304344.html
)
- Theory and Design of Bridges by P.P. Xanthakos (http://www.wiley.com/WileyCDA/WileyTitle/productCd-0471570974.html)
- Bridge Substructure and Foundation Design by
P.P. Xanthakos (http://vig.prenhall.com:8081/catalog/academic/product/0,4096,0133006174,00.html
)
- Design of Modern Highway Bridges by Narendra Taly (http://www.rbookshop.com/engineering/h/Highway_Engineering/Design_of_Modern_Highway_Bridges_0070629978.htm
)
Related
Web Pages:
- FHWA Bridge Division (http://www.fhwa.dot.gov/bridge/index.htm)
- IABSE - International Association for Bridge
and Structural Engineering (http://www.iabse.ethz.ch/)
- International Bridge Industry (http://www.bridgeweb.com/)
- Bridge Related Books (http://www.abcdpittsburgh.org/books.htm)
- Japan Suspension and Cable-stayed Bridge Site (http://www.hsba.go.jp/technolo/index.htm)
- Bridge related Links (http://www.bridgesite.com/)
- The Internet for Civil Engineers (http://www.icivilengineer.com/Structural_Engineering/Bridge_Engineering/)
News:
1.
Syllabus for Summer 2009
ENCE 717 : BRIDGE ENGINEERING
COURSE CONTENTS
The
course will be partitioned into five parts:
- I. Introduction (2 weeks) : (http://www.iabse.org/elearningfiles/Tang070913/player.html)
- II. Steel Bridges (4 weeks) :
- Steel bridge material
- Steel bridge design (LRFD Design Example
for Steel Girder Superstructure Bridge)
- HW#2: With the Full Effective Flange Width, redo FHWA example
positive moment area (1) section properties (p. 3-13); (2) stresses for
Strength I, Service II & Fatigue (p. 3-29); (3) plastic moment Mp
(p. 3-39); and (4) yield moment My
(p3-41) using the provided excel
template (due 6/30/09)
- Composite and non-composite straight bridges
- HW#3: DASH Practice (tutorial: http://best.umd.edu/software/merlin-dash/index.html)
by following the FHWA example (revised from sample data LRFDEX2E.dat) and making comparison between
the two with the excel template for DASH-Analysis
Check (due 7/28/09). Check
items are:
- Load combination for moment check @ 0.4L &
interior support locations
- Load combination for shear check @ 1st
& interior supports
- Stress check @ 0.4L & interior support
locations
- Fatigue and fracture
- HW#4 (due 7/28/09 for HW#3 1 thru 3 and HW#4
1.2; Optional HW#4 3 & 4): Use the same DASH and FHWA example results
from HW#3 for
- Fatigue stress check @ 0.4L & interior
support locations
- Shear range check @ 1st &
interior supports and your design of shear connectors, shear ranges
& allowable throughout in graphics (FHWA Design Step 5.1)
- Splice design check (FHWA Chart 4) using Splice program
- Elastomeric bearing design check (FHWA Chart 6) using Method A & Method B.
- Fabrication
- Truss bridges
- III. Concrete Bridges (4 weeks) :
- Concrete
bridge material
- HW#5: With the Full Effective Flange Width, redo FHWA example
interior (1) CGS of the basic beam; (2) section properties (p. 2-4 &
2-10); using the provided excel
template and also (3) finish the calculation in cells c46-g48 of the sheet
“Properties” of that template. (due 8/11/09)
(http://www.gcprestress.com/product/product.html)
- Reinforced concrete bridge design
- Prestressed concrete bridge design (LRFD Design
Example for Prestressed Concrete Girder
Superstructure Bridge)
- Fabrication and erection (Totally
precast bridges)
- HW#6: DASH (or other similar PC program)
Practice (tutorial:
http://best.umd.edu/software/merlin-dash-pbeam/index.html) by following
the FHWA example (revised from sample data Pci9-6a.dat)
and making comparison between the two with the excel template for DASHP-Analysis Check (due
8/11/09). Check items are:
- Load combination for moment check @ 0.4L &
interior support locations (Table 1)
- Load combination for shear check @ 1st
& interior supports (Table 2)
- Stress check @ 0.4L & interior support
locations (Table 3 - At Release & Table 4- At Service)
- IV. Miscellaneous (2 weeks) :
- Timber bridges
- Bridge joints and bearings
- Bridge decks
- Bridge inspection and management
- Non-destructive evaluation techniques
- V. Foundations/Substructures (2 weeks) :
Footnote: Homework - 80%, Final - 20%, Total 100%
Click
here
to E-mail questions or comments.
by Chung C. Fu
Last Modified 10 August
2009
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