Title: Arches, Vaults, and Shells
1Arches, Vaults, and Shells
2Arch
- A true arch is a funicular structure, similar to
a suspended cable - While the cable was in pure tension (from its own
weight or a uniformly distributed load), the arch
is in pure compression - From a practical perspective, arches are an
important way of allowing an opening to be made
in a wall - admit people, light, or water, etc.
- Arches are also important aesthetically, and have
often been used as monuments
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4Catenary vs. Parabola
- Recall that for the cable the catenary can be
approximated with a parabola to simplify the
math. - The same terminology of catenary vs parabola
can be applied to the arch, depending on the
loading conditions.
5Catenary vs. Parabola
Parabola Catenary
6- Likewise, the forces at the ends of the arch are
found the same way as the forces on the towers
that support a suspension cable
7Catenary vs. Parabola
8Corbeling
- So how do we arrange for a solid material, a
group of bricks for instance, to be entirely in
compression while having a gap beneath them? - The early attempts used ordinary shapes for the
bricks over the opening, leading to Corbeling. - You can make a gap in a masonry wall this way,
provided the angle is sufficiently steep (at
least 45 degrees)
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10Voussoirs
- However, this primitive form of the arch creates
tension in the bricks. - Why is this a problem?
- Recall that masonry is much weaker in tension
than in compression - To obtain a true arch, we need bricks shaped like
wedges which are narrowest at the opening. - Bricks or stones cut to this shape are called
voussoirs. - Their wedge shape pushes outwards on each
neighbor, so that the load causes compression
throughout the arch.
11Corbeled and Voussoir Arches
12Keystone and Voussoirs
13Line of Thrust
- Of course each voussoir pushes on the one next to
it. - The top piece of the arch passes its weight to
its neighbors, the next in sequence pushes out
with the combined weight of the top piece and its
own, and so on. - At each step the angle between the stones (and so
the angles of the applied forces) changes. - A diagram showing the forces for all the pieces
at once is called the line of thrust.
14Line of Thrust
15Middle Third Rule
- Middle Third Rule
- The forces in a object, e.g. a bearing wall, must
remain in the middle third of the object for it
to remain in compression only - The same rule applies to arches the line of
thrust must remain in the middle third of the
arch for it to remain in compression only.
16Building an Arch
- How is an arch built?
- It would be awkward to stack stones on empty air,
so one provides a temporary scaffold that the
masonry can rest on. - Then one adds the keystone, the piece at the top
of the arch that joins one side to another and
allows them to fall against one another. - With the keystone in place, the arch is stable,
and the scaffolding can be removed.
17Voussoir Arch
18Making the Arch Shape Permanent
- The initial shape of the arch generally assumes
uniform loading - If the load is applied non-uniformly (such as at
one spot, as some one stands there), the other
stones can be pushed out of position and the arch
can collapse. - To prevent this, material must be placed on top
of the arch - This prevents the stones from pushing out, away
from the original shape. - In this way the loads are channeled to the ground
as intended.
19Fixing the Shape of the Arch
20Non-funicular shapes
- Using this technique, one can make an arch even
using non-funicular shapes (i.e. things other
than a catenary or parabola). - There are many possible arch shapes
- the most famous are
- the semi-circle favored by the Romans, and
- the pointed Gothic arch that came into vogue in
Medieval times
21Types of Arches
22Pont du GardRoman Aqueduct, 100 AD?
23Arch of Septimius SeverusAncient Rome 203 AD
24Arch of TitusAncient Rome, 81 AD
25Flying Buttress
- A closely related architectural element is the
half-arch. - The half arch is not stable by itself, but its
inherent lean can counteract the outward push of
another element, such as a bearing wall. - The half-arch is a device often seen in gothic
cathedrals, where it is called a flying
buttress. - This allowed walls to be thinner and less
load-bearing, allowing more openings for stained
glass windows.
26Flying Buttresses
27Notre Dame
28Chartres Cathedral, France
29Flying buttresses at York Minster Cathedral
England 1220
30Modern Arch Bridges
- Of course one can also build an arch without
using masonry. Indeed, this is how many modern
bridges are constructed. - If we use metal or wood, then it becomes possible
to add one or more hinges to the arch. - An arch without a hinge is called rigid
- There are also two-hinged arches and three-hinged
arches
31Modern Arch Configurations
32Hinged Arches
- Why would you hinge an arch?
- For much the same reason as using a roller
support in a bridge it allows the arch to
contract and expand with temperature, or with
deflections due to various live loads. - A two-hinged arch will reduce the bending at the
bottom of the arch (where the stress is greatest)
by allowing the ends to pivot the rest of the
arch then bows up further if it expands, for
example. - A three-hinged arch reduces bending throughout
the structure.
33ChaoTianMen Arch Bridge
34Santa Barbara the California Coast / Cold
Spring Arch Bridge
35Natchez Trace Double Arch BridgeFranklin,
Tennessee
36St. Louis Gateway Arch
- Arched gateway to the historical American West,
on the bank of the Mississippi River. - A 630 foot high graceful sweeping tapered curve
of stainless steel - The tallest memorial in the US.
- Completed 1966.
- One of very few structures in St. Louis that is
built to withstand a serious earthquake.
37St. Louis Gateway Arch
38Making a Semicircular Arch
- Calculating arch segment angles
39Vaults and Shells
40The extension of elements
- Columns extended into 2D?
- the bearing wall
- Beams extended into 2D?
- the slab
- Arches extended into 3D?
- the vault
- As in the earlier cases, a vault is more stable
than a series of adjacent arches, because some of
the load is distributed at an angle to other
parts of the vault. - Like a true arch, a vault is designed to be in
compression (not tension), through shear
resistance. - A 3D arched structure that can also withstand
tension is called a shell, and well discuss it
later.
41Load Distribution
42Cylindrical Vaults
- We will begin with cylindrical vaults, which
curve only in one dimension. - These can be
- barrel (extension of semicircular),
- Catenary, or
- pointed (Gothic)
43Cylindrical Vaults
44Instability
- Just as in cathedrals, building a 2D structure
like this (draw semicircle) means that there will
be some outward (lateral) thrust at the base. - In a small system the friction with the group can
be sufficient to provide this - However, this can lead to a spread at the top of
the vault, which can be dangerous.
45How to improve stability?
- Use a thicker wall at the base to provide support
- Add more material at the lower section of the
vault proper this is called a haunch closely
related is a solid buttress of the arch exterior.
- Add a flying buttress to the arch at the weak
point. - Add a tie between the two sides which is in
tension
46Figure 14.4
47Barrel VaultArch of Sapor, Iraq
48Ruin of Basilica of Maxentius (aka Basilica of
Constantine)
49Intersection vaults
- In many cases builders wanted a structure to
having intersecting axes this was important for
symbolism in cathedrals, for example. - This led to intersecting vaults, know as groin
vaults. - The simplest groin vaults had the same extent in
both directions
50Roman Groin Vault
51- One could also build a groin vault with different
extents in the two dimensions
52Balancing the thrust forces
- It turns out that the case of equal lengths is
balanced even for the circular, Roman shape. - However, the case of unequal lengths is not
this leads to unbalanced thrust forces. - To compensate, the builders of these Romanesque
vaults used massive buttressing to support the
exterior vault, resulting in a stable but
inefficient structure.
53Stable Intersection
- A better solution was found in the middle ages.
- To have a stable intersection of the vaults, the
two directions should rise into a point
extension of the Gothic arch. - Since the Gothic shape is much closer to the
ideal catenary than a semicircle is, these vaults
also needed less buttressing than their Roman
counterparts.
54Gothic Vault
55King's Arms HotelDorchester, England
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57Dome Vault
- From these intersecting cylindrical vaults, it is
a small step to an actual dome vault. - Here instead of translating the arch shape, we
have rotated it to get the final shape, resulting
in a double curved structure. - In most cases the result is a dome that is a
section of a sphere (hemisphere, quarter-sphere,
etc). - As with any vault, the dome vault is in
compression only, and it requires lateral support
to prevent spreading of its base. - Furthermore, a dome which is part of a sphere
(not a funicular shape) will tend to buckle
outwards above the base (the haunch, as we saw
above) so this needed to be braced.
58PPT Pantheon
59Building an Arch
- In Byzantine architecture it became popular to
use parts of domes, for example the Pendentive. - This is created by taking a hemisphere and
slicing out sections to give it square sides. - Then, we add a smaller half-dome to each wall.
- We repeat the process with the top to generate
the Pendentive.
60Pendentive
61Hagia Sophia
62Hagia Sophia
63Hagia Sophia
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65Lateral Support
- To maintain the proper shape of a shell under
non-funicular loading conditions, it is usually
necessary to stiffen the shell around its
perimeter (ends and edges). - As with an arch, the barrel shell also needs
lateral support at its base.
66Hagia Sophia
67Vault Shapes
- Vaults can also be built in other shapes.
- For example, in some cases, there is a desired
shape for the walls of the building, but the form
of the roof needs to be added. - The best structure will of course be the
funicular structure, the one for which the loads
are naturally all compression or tension. - One could try to construct a model of the roof
extending over a building. - But it turns out to be easier to hang the roof
from the same perimeter shape and take a picture
of it.
68Funicular Chain Model
- (Explain this to be an upside-down picture)
69Non-funicular shapes
- Using this technique, one can make an arch even
using non-funicular shapes (i.e. things other
than a catenary or parabola). - There are many possible arch shapes
- the most famous are
- the semi-circle favored by the Romans, and
- the pointed Gothic arch that came into vogue in
Medieval times
70Roofs
- Since arches and suspension cables are merely
mirror images of one another, if you can find the
best arrangement for the hanging chains, you can
turn it upside down to find the best form for the
roof.
71Vault Construction
- Usually a vault is constructed much the same way
as an arch is. - A temporary scaffold is put in place to support
the material until the vault is complete. - However, some vaults are created without a
scaffold, using a method called Catalonian
vaulting. - Here one constructs one series of tiles around
the perimeter at a time. - The tiles are held together by mortar, and once
the first set is dry, the second can be added,
and so on.
72Catalan Method
73Lamella Vaults
- Vaults may also be constructed out of connected
pieces of wood or metal. - Short pieces are assembled in a diagonal
(basket-weave) pattern that can then be used to
support roof panels. - Vaults of this type are called Lamella vaults.
74Tacoma Dome
75Shells
- A shell looks much like a vault but can also
withstand tension. - Obviously this means the shell must be made of a
material that can take tension, such as metal,
wood, or reinforced concrete.
76Types of Shells
- A barrel-shaped shell is a type of developable
shell. - A short barrel shell has a diameter greater than
its depth, and isnt really that different than
an arch. - A long barrel shell (with a depth greater than
its diameter) acts much the same as a simply
supported beam - it has compression on one side and tension on the
other side.
77Kimball Art Museum
78Forces in dome shells
- Now lets go on to dome shells, technically known
as synclastic shells. - In addition to the forces that run down from the
top of a dome to the supports (like an arch, and
so called arch lines or meridians), we also have
forces that act in horizontal circles. - These are then called hoop forces.
79Stresses
80Compression and Tension
- Under uniform loading, the arch lines are always
in compression (just as a vault). - For a hemispherical dome the hoop lines are in
compression near the top of the dome, but near
the bottom they are actually in tension. - This hoop tension is what prevents a shell from
buckling at the haunch the way a vault does.
81Deflection
82Hemispherical Shells
83Shallow or Deep?
- Which will have greater horizontal force at the
base, a shallow (quarter-sphere) dome, or a
deeper (hemisphere) dome?
84Tension Ring
- As with other funicular structures, the more
vertical the structure is at the base, the less
the horizontal force. - Thus deeper domes have less horizontal thrust,
and the hoop tension is sufficient to prevent the
dome from spreading out at the base. - A shallow dome, with greater horizontal thrust,
needs additional help in the form of a tension
ring at the base a thickening of the shell to
strengthen it.
85Houston Astro Dome
86300 foot tension ring