Abstract
Strength reduction was investigated when a double-skinned composite tubular (DSCT) member was exposed to welding heat. And a method for a DSCT member to maintain its original strength against the welding heat when modular DSCT members are composed. Welding causes the heat of 20,000°C on the weld zone and the heat of 1,300°C around the weld zone. The strength of concrete nearby the weld zone decreases by high temperature. In this study, the concrete strength cases were investigated when arc welding and electro slag welding were used as the welding methods. Through heat transferring analysis of welded DSCT members, a preventing method preventing concrete strength reduction was proposed. The proposed method showed it prevented concrete strength reduction and it was verified by finite element analysis (FEA).
| Original language | English |
|---|---|
| Title of host publication | Communications in Computer and Information Science |
| Pages | 437-444 |
| Number of pages | 8 |
| Volume | 340 CCIS |
| DOIs | |
| Publication status | Published - 2012 Nov 29 |
| Event | 2012 International Conference on Advanced Software Engineering and Its Applications, ASEA 2012, and the 2012 International Conference on Disaster Recovery and Business Continuity, DRBC 2012, Held in Conjunction with GST 2012 - Jeju Island, Korea, Republic of Duration: 2012 Nov 28 → 2012 Dec 2 |
Publication series
| Name | Communications in Computer and Information Science |
|---|---|
| Volume | 340 CCIS |
| ISSN (Print) | 18650929 |
Other
| Other | 2012 International Conference on Advanced Software Engineering and Its Applications, ASEA 2012, and the 2012 International Conference on Disaster Recovery and Business Continuity, DRBC 2012, Held in Conjunction with GST 2012 |
|---|---|
| Country | Korea, Republic of |
| City | Jeju Island |
| Period | 12/11/28 → 12/12/2 |
Fingerprint
Keywords
- concrete
- DSCT
- heat
- strength reduction
- weld
ASJC Scopus subject areas
- Computer Science(all)
Cite this
Concrete strength reduction of DSCT member by welding heat. / Won, Deokhee; Han, Taek Hee; Kim, Seungjun; Kang, Young Jong.
Communications in Computer and Information Science. Vol. 340 CCIS 2012. p. 437-444 (Communications in Computer and Information Science; Vol. 340 CCIS).Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Concrete strength reduction of DSCT member by welding heat
AU - Won, Deokhee
AU - Han, Taek Hee
AU - Kim, Seungjun
AU - Kang, Young Jong
PY - 2012/11/29
Y1 - 2012/11/29
N2 - Strength reduction was investigated when a double-skinned composite tubular (DSCT) member was exposed to welding heat. And a method for a DSCT member to maintain its original strength against the welding heat when modular DSCT members are composed. Welding causes the heat of 20,000°C on the weld zone and the heat of 1,300°C around the weld zone. The strength of concrete nearby the weld zone decreases by high temperature. In this study, the concrete strength cases were investigated when arc welding and electro slag welding were used as the welding methods. Through heat transferring analysis of welded DSCT members, a preventing method preventing concrete strength reduction was proposed. The proposed method showed it prevented concrete strength reduction and it was verified by finite element analysis (FEA).
AB - Strength reduction was investigated when a double-skinned composite tubular (DSCT) member was exposed to welding heat. And a method for a DSCT member to maintain its original strength against the welding heat when modular DSCT members are composed. Welding causes the heat of 20,000°C on the weld zone and the heat of 1,300°C around the weld zone. The strength of concrete nearby the weld zone decreases by high temperature. In this study, the concrete strength cases were investigated when arc welding and electro slag welding were used as the welding methods. Through heat transferring analysis of welded DSCT members, a preventing method preventing concrete strength reduction was proposed. The proposed method showed it prevented concrete strength reduction and it was verified by finite element analysis (FEA).
KW - concrete
KW - DSCT
KW - heat
KW - strength reduction
KW - weld
UR - http://www.scopus.com/inward/record.url?scp=84869805313&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84869805313&partnerID=8YFLogxK
U2 - 10.1007/978-3-642-35267-6_58
DO - 10.1007/978-3-642-35267-6_58
M3 - Conference contribution
SN - 9783642352669
VL - 340 CCIS
T3 - Communications in Computer and Information Science
SP - 437
EP - 444
BT - Communications in Computer and Information Science
ER -