2. Motivation
Introduction
Finsterwalders bridge theory
Form of structure
Construction procedure
Comparision with simple suspension bridge
Modified stress ribbon bridges
Advantages and applications
conclusion
3. ‘’Stress ribbon bridge philosphers,thinkers
,intelectuals all appeal please build bridges
and not walls between different communities
to achieve universal brotherhood’’
4. Stress ribbon bridges are slender ,concrete
deck segments placed on bearing cables in
shape of catenary
consists of slightly sagging tensioned cables
bedded in a concrete slab that is very thin
compared with the slab
It’s a kind of suspension structure where the
cables are tensioned so tightly that traffic can
be placed on the concrete slab embedding
cable
Typically made of concrete reinforced with
steel tensioning cables
5.
6. Stress Ribbon Bridge
West Golf Cart Bridge
West Golf Cart
Bridge
Sacramento River Trail
Pedestrian Bridge
Rogue River
Pedestrian Bridge
McLoughlin Boulevard
Pedestrian Bridge
Lake Hodges Bridge
7. Stress Ribbon Bridge uses the theory of a catenary
transmitting loads via tension in the deck to abutments
which are anchored to the ground. This concept was first
introduced by a German engineer Ulrich Finsterwalder.
The stress ribbon itself is a reinforced concrete slab with a
thickness of about 10 inches (25.4cm). This reinforcement
consists of three to four layers of 1 inch (2.5cm) to 1 ¼ inch
(1.2cm) diameter, high strength steel.
8. Precast concrete planks with bearing tendons
to support them during construction
Joints between planks are sealed with
concrete
To reduce dead load and horizontal forces at
the abutment deck depth is kept minimum
The prestressing tendons transfer horizontal
forces in to the abutments and then to
ground using ground anchors
9.
10. Consists of abutments to transfer horizontal
forces from deck cables into ground via ground
anchors
The ground anchors are tensioned before and
after the erection of deck
The soil pressure ,overturning and sliding has to
be checked for construction as well as permanent
condition
Pedestrains,temperature and wind load can cause
large changes in the B.M close to the deck near
abutments and accordingly fatigue and
crackwidths are to be considered
11. Supports:
• Cables are pre-tensioned by anchoring into support structure,
hence this region is highly stressed.
• Performance may be improved by construction of:
i) flexible saddle
ii) parabolic haunch
iii) intermediate arch support
Stress Ribbon Bridge
12. Rock base is a prerequisite
In some cases where the soil conditions do
not permit use of anchors ,piles can also be
used
Combination of drilled shafts and anchors
can also be used where horizontal
deformation is significant
Battered micropiling is another alternative
which can resist load from ribbon because of
its compression and tension capacity
13. Contrary to simple suspension bridge ,where
cables carry loads ,in stress ribbon, by
tensioning the cables and the deck between
abutments ,the deck shares axial tension
forces .
Unlike the simple suspension bridge the
ribbon is stressed in compression ,which
adds stiffness to the structure
Unlike suspension bridge it does not tend to
sway and bounce
14. ABUTMENTS ARE BUILT
BEARING CABLES HUNG BETWEEN THEM
PRECAST PLANKS SLID ALONG THE CABLES
CONCRETE PORED BETWEEN PLANK JOINTS
ALLOWED TO HARDEN
BRIDGE READY FOR PUBLIC USE
16. Deck:
• Might be pre-fabricated or cast in-situ
• Stressed only by normal forces hence might be reduced by
waffles
• Integrated with end and intermediate supporting
construction so as to work as a composite structure.
Stress Ribbon Bridge
18. It was designed by prof.Strasky
Due to dead load ,the horizontal forces both in arch
and in the stress ribbon have same magnitude ,but
they act in opposite direction
After post-tensioning the stress-ribbon and arch
behave as one structure
Therefore foundation is loaded by only vertical
reactions
19. External bearing cables stiffen the
structure both in the vertical and
horizontal directions
Horizontal movements caused by live
load are eliminated by stoppers which
allow only horizontal movement due
to temperature changes and creep and
shrinkage of concrete
20. The main advantage is that they can be
erected independently from the existing
terrain ,hence have minimum environment
impact
Economical, aesthetic and ensure visually
pleasing end result.
Can be erected without false work or shoring
No bearings or expansion joints used
21. These bridges are versatile and adaptable
structures
They are sustainable structures since not
much material is used in the deck
Structurally efficient ,aesthetic, yet cost
effective
Easy to assemble and quick to erect
Deck slab made of precast concrete so
require no scaffolding