Assessment of Seismic Responses of CFT Composite Columns ...
FUNDAMENTAL BEHAVIOR OF CFT BEAM-COLUMNS UNDER FIRE LOADING
description
Transcript of 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
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
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
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.
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
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
100
200
300
400
500
0 50 100 150 200Time (min)
Te
mp
era
ture
(C
)
Input tempmeasured 1measured 2measured 3measured 4
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.
0
200
400
600
800
1000
1200
0 20 40 60 80 100 120 140 160 180 200
Time (min)
Te
mp
era
ture
(C
)
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
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
0.4
0.6
0.8
1
1.2
1.4
0 20 40 60 80 100 120 140 160 180 200
Time (min)
Th
erm
al E
xpan
sio
n (
mm
)
Predicted Thermal Expansion at final 1.7mm
TEMPERATURE MEASUREMENTS
Thermocouples bonded to steel and embedded in concrete to measure temperatures
0
50
100
150
200
250
300
350
400
0 20 40 60 80 100 120 140 160 180 200
Time (min)
Tem
per
atu
re (
C)
computed measured
measured computed
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