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Arches, Vaults, and Shells

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Title: Arches, Vaults, and Shells


1
Arches, Vaults, and Shells
  • 11/27/07

2
Arch
  • 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

3
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4
Catenary 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.

5
Catenary 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

7
Catenary vs. Parabola
8
Corbeling
  • 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)

9
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10
Voussoirs
  • 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.

11
Corbeled and Voussoir Arches
12
Keystone and Voussoirs
13
Line 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.

14
Line of Thrust
15
Middle 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.

16
Building 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.

17
Voussoir Arch
18
Making 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.

19
Fixing the Shape of the Arch
20
Non-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

21
Types of Arches
22
Pont du GardRoman Aqueduct, 100 AD?
23
Arch of Septimius SeverusAncient Rome 203 AD
24
Arch of TitusAncient Rome, 81 AD
25
Flying 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.

26
Flying Buttresses
27
Notre Dame
28
Chartres Cathedral, France
29
Flying buttresses at York Minster Cathedral
England 1220
30
Modern 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

31
Modern Arch Configurations
32
Hinged 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.

33
ChaoTianMen Arch Bridge
34
Santa Barbara the California Coast / Cold
Spring Arch Bridge
35
Natchez Trace Double Arch BridgeFranklin,
Tennessee
36
St. 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.

37
St. Louis Gateway Arch
38
Making a Semicircular Arch
  • Calculating arch segment angles

39
Vaults and Shells
40
The 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.

41
Load Distribution
42
Cylindrical Vaults
  • We will begin with cylindrical vaults, which
    curve only in one dimension.
  • These can be
  • barrel (extension of semicircular),
  • Catenary, or
  • pointed (Gothic)

43
Cylindrical Vaults
44
Instability
  • 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.

45
How 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

46
Figure 14.4
47
Barrel VaultArch of Sapor, Iraq
48
Ruin of Basilica of Maxentius (aka Basilica of
Constantine)
49
Intersection 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

50
Roman Groin Vault
51
  • One could also build a groin vault with different
    extents in the two dimensions

52
Balancing 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.

53
Stable 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.

54
Gothic Vault
55
King's Arms HotelDorchester, England
56
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57
Dome 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.

58
PPT Pantheon
59
Building 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.

60
Pendentive
61
Hagia Sophia
62
Hagia Sophia
63
Hagia Sophia
64
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65
Lateral 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.

66
Hagia Sophia
67
Vault 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.

68
Funicular Chain Model
  • (Explain this to be an upside-down picture)

69
Non-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

70
Roofs
  • 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.

71
Vault 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.

72
Catalan Method
73
Lamella 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.

74
Tacoma Dome
75
Shells
  • 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.

76
Types 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.

77
Kimball Art Museum
78
Forces 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.

79
Stresses
80
Compression 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.

81
Deflection
82
Hemispherical Shells
83
Shallow or Deep?
  • Which will have greater horizontal force at the
    base, a shallow (quarter-sphere) dome, or a
    deeper (hemisphere) dome?

84
Tension 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.

85
Houston Astro Dome
86
300 foot tension ring
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