Tensile Materials

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    TENSILE MATERIALS

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    HISTORY OF TENSILE MATERIALS

    The first such structures were used in 1946 by the

    engineer W. Bird (USA) for the housing of a radar

    antenna structure.They subsequently became popular in many

    countries and were soon put to use as covers for

    swimming pools, temporary warehouses, and

    exhibition buildings.

    Air-inflated structures are supported by

    pressurized air within inflated building elementsthat are shaped to carry loads in a traditional

    manner.

    TYPES OF TENSILE STRUCTURES

    CABLE SUPPORTED STRUCTURES CABLE STAYED STRUCTURES

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    TENSILE MATERIALS

    Tensile materials are mostly

    Uncoated fabrics

    Simple woven fibers

    Canvas, nylon

    Coated fabrics

    High strength woven fibers.

    Pvc-coated polyester, relatively short

    service life.

    Ptfe-coated glass fiber ,high strength,long service life.

    Foils

    Pvc and etfe foils.

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    ADVANCED TENSILE MATERIALS

    ETFE-ethylene tetra fluroethene

    This has been used in various structures likeBejing olympics stadium a sthe outer flexible strips.

    Tensile structures are various types depending on the use of

    Materials and their quality properties. They are:

    Stayed

    Suspended

    Anticlassic

    Membranes

    Pneumatic

    Cable truss

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    MEMBRANE STRUCTURES

    Membranes

    The structural membrane acts

    also as the weather shield.

    The membrane can only resist forces in tension, so forces perpendicular

    to the membrane cause large deformations and large membrane forces.

    Tensile roofs are susceptible to vibration Reverse curvature and or prestressing can bring these forces to zero.

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    SYNCLASTIC STRUCTURES

    SYNCLASTIC SURFACES

    the centers of curvature of the

    membrane are on the same side of

    the membrane. Example-sphere or

    balloon.

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    STAYED STRUCTURESTo span roads, brigdes, the truss roofs

    are span under concrete pylons.

    Stayed structures resists both gravity

    loads and wind loads.

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    SUSPENDED STRUCTURES

    GOLDEN GATE BRIDGE , PETER CRAIG

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    There are few stability issues in the use of suspended structures. They

    are:

    Point-load deformation

    Wind load deformation.

    Stabilizing cable to resist wind uplift.

    Dead load to resist wind uplift.

    The suspension span directly depends

    on the stress of the suspension

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    SUSPENDED STRUCTURES

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    ANTICLASTIC STRUCTURES

    ANTICLASTIC SURFACES

    the centers of curvature of the

    membrane are on opposite sides of themembrane .example- hyperbolic

    paraboloid, torus.

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    ANTICLASTIC STRUCTURES

    1. opposing strings

    Stabilize a point in space.

    2. several opposing strings

    Stabilize several points.

    3. Anticlastic curvature

    Stabilizes a membrane.

    4. Membrane shear

    Causes wrinkles in fabrics.

    5.Stress without wrinkles

    6. Hp surface

    Quadriatic equation.

    7.Minimal surface

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    SADDLE SHAPES

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    PNEUMATIC STRUCTURES

    AIR INFLATED

    STRUCUTRES

    AIR SUPPORTED STRUCUTRES

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    A very lightweight enclosed structure, usually fabricated of a membrane

    of an impervious material and supported by the difference in air pressure

    between the exterior and the interior of the structure rather than by a

    structural framework.

    Fans must maintain the interior pressure slightly in excess of normal

    atmospheric pressure to prevent the structure from slowly deflating and

    collapsing.

    Used primarily as a temporary enclosure or to house sports facilitiessuch as tennis courts and swimming pools. Also called an air-supported

    structure.

    The envelopes of pneumatic structures are made of industrial fabrics

    coated with polymers, including rubber, or from reinforced films. Threads

    of synthetic fibers, or less frequently glass fibers, provide thereinforcement for the films and fabrics.

    PNEUMATIC STRUCTURES

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    Pneumatic structures are divided into two types:Air-supported structures, in which air under low pressure (excess

    pressure, 0.11 kilo newton per sq. m [kN/m2]) is fed directly under the

    envelope,

    Air-inflated structures, in which air under high pressure (excess

    pressure, 30700 kN/m2) fills only the supporting elements of the

    structure.

    ConstructionIn the erection of air-supported pneumatic structures, the envelope is

    tightly fastened to the foundation.

    Airlocks are constructed for entering and leaving the building.

    Air-inflated structures are subdivided into inflated-frame and inflated-

    panel types.

    Also in use are hybrid envelopes of air-supported and supporting

    structures, as well as reinforcing cables, nets, stays, and membranes.

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    PNEUMATIC STRUCTURESADVANTAGES

    light weight,

    the possibility of covering large

    spans without internal supports.

    complete prefabrication,

    rapid assembly,

    portability,

    transparency to light and radio

    waves, low cost.

    DISADVANTAGES

    The need for continuousmaintenance of excess pressure in

    the envelope.

    The relatively short service life,

    and the poor fire resistance and

    acoustic insulation.