Experimental Investigation of Structural Steel Welds at High Temperature - PowerPoint PPT Presentation

About This Presentation
Title:

Experimental Investigation of Structural Steel Welds at High Temperature

Description:

Title: 1 Author: yangj Last modified by: Created Date: 8/28/2002 1:18:42 AM Document presentation format: Company – PowerPoint PPT presentation

Number of Views:14
Avg rating:3.0/5.0
Slides: 2
Provided by: yang1151
Category:

less

Transcript and Presenter's Notes

Title: Experimental Investigation of Structural Steel Welds at High Temperature


1
Experimental Investigation of Structural Steel
Welds at High Temperature
Hongxia Yu Dept. of Civil Engineering, Tsinghua
University, Beijing, China yuhx_at_mail.tsinghua.edu.
cn
Background
Test Results
  1. Behaviour of connections in fire is becoming a
    major concern for steel constructions.
  2. Structural weld failures are commonly observed in
    high temperature connection tests.
  3. Structural weld failures are also observed for
    other welded structural members, such as steel
    tube.
  • Q235 with E43
  • Q345 with E50

Resistance (kN)
Resistance (kN)
Temperature (ºC)
Temperature (ºC)
Weld strength reduction with temperature
Weld failure was observed to be temperature
dependent. Therefore, it is necessary to perform
research on the following issues 1) Failure
mode weld metal failure or heat affected zone
failure 2) Strength the reduction of the weld
strength with temperature
Four Typical Failure Modes Identified
shear fracture at the interface
shear fracture within the weld
irregular fracture within the weld
tensile failure at the interface
Test Arrangement
Q235 steel with E43 electrode 27 tests Q345
steel with E50 electrode 27 tests
Failure mode when the temperature is above 500ºC.
When the temperature is below 500ºC, failure mode
can be any of these three.
For each group, 3 specimens for each
temperature. Temperatures tested 20, 100, 200,
300, 400, 500, 600, 700, 800
Conclusions
  1. The ultimate resistances of the welds reduce with
    the increase of temperature after 400ºC. The
    resistance degradation rate is similar to that of
    hot-rolled steel.
  2. When the temperature is from 20ºC to 400ºC, the
    welds show brittle fracture at small
    deformations, which could have explained the
    observation of weld cracks in connection fire
    tests.
  3. At temperatures above that, welded region behaves
    extremely well in terms of both strength and
    ductility

Furnace fixed to the loading machine
Fractured specimen being removed from the furnace
2011-04-25 BEIJING, CHINA
Write a Comment
User Comments (0)
About PowerShow.com