CNRRS-Structural Testing Laboratory

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  • 8/12/2019 CNRRS-Structural Testing Laboratory

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    National Center forSeismic Risk Reduction

    JapanInternationalCooperation Agency

    ,,

    Viorel Popa 1) & Drago Co ofan 1)1)

    National Center for Seismic Risk Reduction &Technical University of Civil Engineering, Bucharest, Romania

    Division IDivision I STRUCTURAL TESTING LABORATORYSTRUCTURAL TESTING LABORATORY

    REINFORCED CONCRETE COLUMNSREINFORCED CONCRETE COLUMNS REINFORCED CONCRETE SLABSREINFORCED CONCRETE SLABSSTRUCTURAL TESTING EQUIPMENTSTRUCTURAL TESTING EQUIPMENT

    EXPERIMENTAL WORKEXPERIMENTAL WORK EXPERIMENTAL WORKEXPERIMENTAL WORK

    REACTION FRAMEREACTION FRAME

    RETROFFITINGRETROFFITING FRP JACKETINGFRP JACKETING REINFORCED CONCRETE WALLSREINFORCED CONCRETE WALLS

    BASIC TEST SETUPBASIC TEST SETUP

    The structural testing equipment was installed at UTCB inThe structural testing equipment was installed at UTCB in2004. It consists of a reaction frame and digital controlled2004. It consists of a reaction frame and digital controlled

    loading and data acquisition systems.loading and data acquisition systems.

    7 . 6

    0 m

    9.70 m

    2 0 0 t

    100t

    200mm 200mm

    1 0 0 m m

    200mm

    100t

    200mm

    Force- Displacement

    -40

    -30

    -20

    -10

    0

    10

    20

    30

    40

    - 12 - 10 - 8 - 6 -4 - 2 0 2 4 6 8 1 0 1 2

    Displacement(mm )

    F o r c e

    ( t o n

    f )

    RETROFITTINGRETROFITTING RC JACKETINGRC JACKETING UNBONDED BRACESUNBONDED BRACES

    0

    100

    200

    300

    s equ pmen can e use o per orm e o ow ngs equ pmen can e use o per orm e o ow ngtypes of structural tests:types of structural tests:

    --Bending with shear for beam type elementsBending with shear for beam type elements--Axial force for brace type elementsAxial force for brace type elements

    -- Bending with shear and axial force for columns, wallsBending with shear and axial force for columns, wallsand portal framesand portal frames

    --Bending and shear for frames jointsBending and shear for frames joints

    Reaction frame capacity (max. specimen sizes)Reaction frame capacity (max. specimen sizes)--Height 2.50mHeight 2.50m--Length 3,00mLength 3,00m

    --Weight 7,0tWeight 7,0t

    -300

    -200

    -100

    -3 -2 -1 0 1 2 3

    LOAD CONTROL & MEASUREMENTLOAD CONTROL & MEASUREMENT

    Technical University of Civil

    PARTNERSPARTNERS & SUPPORTING ORGANIZATION& SUPPORTING ORGANIZATION

    MASONRY WALLSMASONRY WALLSPOSTPOST- -INSTALLED ANCHORSINSTALLED ANCHORS

    , ,Romania

    National Institute for Research andDevelopment in Construction and

    Construction Economics(INCERC), Romania

    National Institute for Land,Infrastructure and Management,

    (NILIM), Japan

    Building Research Institute(BRI), Japan