FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE LOADING

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FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE LOADING Amit H. Varma, Sandgo Hong Purdue University 2005 ASCE Structures Congress New York City, NY

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FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE LOADING. Amit H. Varma, Sandgo Hong Purdue University 2005 ASCE Structures Congress New York City, NY. Findings for CFTs with Insulation. - PowerPoint PPT Presentation

Transcript of FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE LOADING

Page 1: FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE LOADING

FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE

LOADING

Amit H. Varma, Sandgo Hong

Purdue University

2005 ASCE Structures Congress

New York City, NY

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Findings for CFTs with Insulation

The insulation thickness becomes the most important parameter influencing P-M--T behavior and strength (P-M) under elevated temperatures from fire loading.

As expected, CFTs with b/t =48 have greater increase in moment capacity with increase in axial load (below the balance point). This continues to be true at elevated temperatures also.

The tube width (b) and width-to-thickness (b/t) ratio do not have significant influence on the P-M--T behavior of CFTs at elevated temperatures from fire loading

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EXPERIMENTAL INVESTIGATIONS

Experimental investigations will focus on measuring the P-M--T response of CFT segments. Parameters included in the experimental studies are:

Tube width (b) and b/t ratio Concrete strength f’c

Axial load level Heating (surface temperature) Insulation thickness and type

Experimental test matrix is currently being finalized using results of preliminary investigations

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TEST SETUP

The test-setup will be similar to those used for measuring P-M- response of beam-column specimens at ambient temperature

It will be a cantilever column with axial force and lateral load applied at the top (free) end and the bottom end clamped.

H o l l o w C o r e J a c k

A x i a l L o a d i n g B e a m

A x i a l T e n s i o n R o d

H y d r a u l i c R a m D i r e c t i o n

C l e v i s

S t e e l B a s e P l a t e

C o n c r e t e B l o c k

CFT

A custom-built portable furnace will be placed to surround the plastic hinge region. It will subject the surface to the selected T-t curve.

Thus, the specimen plastic hinge region will be subjected to P, M, and T.

The deformations of the plastic hinge region will be measured using close-range photogrammetry and digital image processing techniques.

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FURNACE DESCRIPTION

The portable furnace consists of ceramic fiber radiant heaters. Four such panel heaters are assembled to form a box around the hinge region.

Heaters have wattage density of 2.5 kW/ft2. Can provide surface temperature approaching 1200oC. They use radiant heating which is efficient and economic

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FURNACE T-t CONTROL

Radiant heaters are fully controllable. Specify control surface T-t curve and the heater will provide it.

For example, in the experiment below, we are controlling steel surface T-t curve under the insulation.

The insulation surface T-t curve can also be directly controlled. This experiment is in progress.

0

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0 50 100 150 200Time (min)

Te

mp

era

ture

(C

)

Input tempmeasured 1measured 2measured 3measured 4

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FURNACE T-t CONTROL

In this experiment we are directly controlling the steel surface T-t curve without insulation to follow the ASTM E119 gas T-t curve.

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Time (min)

Te

mp

era

ture

(C

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ASTM E119

FDS1

steel 1

steel 2

steel 3

steel 4

Measured surface T-t curves

Specified surface T-t curve

ASTM E119 T-t curve

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DEFORMATION MEASUREMENTS The deformation (or movement) of any point on the

specimen surface can be measured using close-range photogrammetry and digital image processing fundamentals.

For example, the thermal expansion was measured as shown below.

-0.2

0

0.2

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Time (min)

Th

erm

al E

xpan

sio

n (

mm

)

Predicted Thermal Expansion at final 1.7mm

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TEMPERATURE MEASUREMENTS

Thermocouples bonded to steel and embedded in concrete to measure temperatures

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Time (min)

Tem

per

atu

re (

C)

computed measured

measured computed

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EXPERIMENTAL INVESTIGATIONS

Will be conducted this year. Results to be presented at next ASCE Structures Congress.

Acknowledgments National Science Foundation - funding Purdue University Dr. Jim Bethel – photogrammetry Jarupat Srisa-Ard - student