Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire

Fuxiong Wan; Wenzhong Zheng

doi:10.4028/www.scientific.net/AMM.256-259.873

Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire

Fuxiong Wan^*
, Wenzhong Zheng

^*Corresponding author for this work

Kunming University of Science and Technology
School of Civil Engineering, Harbin Institute of Technology

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

According to the fact that softening temperature of organic epoxy adhesive is too low to meet fire, an inorganic adhesive whose strength at 600°C is not lower than that at normal room temperature, is developed to bond Carbon Fiber Sheet (CFS) in order to strengthen reinforced concrete beams. To understand all-round mechanical performance of RC beams strengthened by CFS bonded by an inorganic adhesive after fire, on the base of experimental research, Conjugate Beam Method is used to analyze the whole mechanical process from loading to failure. The test and analysis results show that, for RC slabs strengthened by CFS bonding with the inorganic adhesive, maximum stress of CFS decreases with small amplitude compared with that before fire, and the strength of the sheet can be utilized to a great extent, even if temperature (about 300°C~470°C) an inorganic adhesive experienced outclasses softening temperatures of ordinary organic epoxy adhesives. Beams strengthened by CFS bonded with inorganic adhesive perform good fire behavior.

Original language	English
Title of host publication	Advances in Civil Engineering II
Pages	873-877
Number of pages	5
Edition	PART 1
DOIs	https://doi.org/10.4028/www.scientific.net/AMM.256-259.873
State	Published - 2013
Externally published	Yes
Event	2nd International Conference on Civil Engineering and Transportation, ICCET 2012 - Guilin, China Duration: 27 Oct 2012 → 28 Oct 2012

Publication series

Name	Applied Mechanics and Materials
Number	PART 1
Volume	256-259
ISSN (Print)	1660-9336
ISSN (Electronic)	1662-7482

Conference

Conference	2nd International Conference on Civil Engineering and Transportation, ICCET 2012
Country/Territory	China
City	Guilin
Period	27/10/12 → 28/10/12

Keywords

After fire
An inorganic adhesive
Carbon fiber sheet
Conjugate beam method
RC beam

Access to Document

10.4028/www.scientific.net/AMM.256-259.873

Cite this

@inproceedings{ae996340c0034db5938beaf74d70dbe8,

title = "Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire",

abstract = "According to the fact that softening temperature of organic epoxy adhesive is too low to meet fire, an inorganic adhesive whose strength at 600°C is not lower than that at normal room temperature, is developed to bond Carbon Fiber Sheet (CFS) in order to strengthen reinforced concrete beams. To understand all-round mechanical performance of RC beams strengthened by CFS bonded by an inorganic adhesive after fire, on the base of experimental research, Conjugate Beam Method is used to analyze the whole mechanical process from loading to failure. The test and analysis results show that, for RC slabs strengthened by CFS bonding with the inorganic adhesive, maximum stress of CFS decreases with small amplitude compared with that before fire, and the strength of the sheet can be utilized to a great extent, even if temperature (about 300°C\textasciitilde{}470°C) an inorganic adhesive experienced outclasses softening temperatures of ordinary organic epoxy adhesives. Beams strengthened by CFS bonded with inorganic adhesive perform good fire behavior.",

keywords = "After fire, An inorganic adhesive, Carbon fiber sheet, Conjugate beam method, RC beam",

author = "Fuxiong Wan and Wenzhong Zheng",

year = "2013",

doi = "10.4028/www.scientific.net/AMM.256-259.873",

language = "英语",

isbn = "9783037855652",

series = "Applied Mechanics and Materials",

number = "PART 1",

pages = "873--877",

booktitle = "Advances in Civil Engineering II",

edition = "PART 1",

note = "2nd International Conference on Civil Engineering and Transportation, ICCET 2012 ; Conference date: 27-10-2012 Through 28-10-2012",

}

Wan, F & Zheng, W 2013, Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire. in Advances in Civil Engineering II. PART 1 edn, Applied Mechanics and Materials, no. PART 1, vol. 256-259, pp. 873-877, 2nd International Conference on Civil Engineering and Transportation, ICCET 2012, Guilin, China, 27/10/12. https://doi.org/10.4028/www.scientific.net/AMM.256-259.873

Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire. / Wan, Fuxiong; Zheng, Wenzhong.
Advances in Civil Engineering II. PART 1. ed. 2013. p. 873-877 (Applied Mechanics and Materials; Vol. 256-259, No. PART 1).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire

AU - Wan, Fuxiong

AU - Zheng, Wenzhong

PY - 2013

Y1 - 2013

N2 - According to the fact that softening temperature of organic epoxy adhesive is too low to meet fire, an inorganic adhesive whose strength at 600°C is not lower than that at normal room temperature, is developed to bond Carbon Fiber Sheet (CFS) in order to strengthen reinforced concrete beams. To understand all-round mechanical performance of RC beams strengthened by CFS bonded by an inorganic adhesive after fire, on the base of experimental research, Conjugate Beam Method is used to analyze the whole mechanical process from loading to failure. The test and analysis results show that, for RC slabs strengthened by CFS bonding with the inorganic adhesive, maximum stress of CFS decreases with small amplitude compared with that before fire, and the strength of the sheet can be utilized to a great extent, even if temperature (about 300°C~470°C) an inorganic adhesive experienced outclasses softening temperatures of ordinary organic epoxy adhesives. Beams strengthened by CFS bonded with inorganic adhesive perform good fire behavior.

AB - According to the fact that softening temperature of organic epoxy adhesive is too low to meet fire, an inorganic adhesive whose strength at 600°C is not lower than that at normal room temperature, is developed to bond Carbon Fiber Sheet (CFS) in order to strengthen reinforced concrete beams. To understand all-round mechanical performance of RC beams strengthened by CFS bonded by an inorganic adhesive after fire, on the base of experimental research, Conjugate Beam Method is used to analyze the whole mechanical process from loading to failure. The test and analysis results show that, for RC slabs strengthened by CFS bonding with the inorganic adhesive, maximum stress of CFS decreases with small amplitude compared with that before fire, and the strength of the sheet can be utilized to a great extent, even if temperature (about 300°C~470°C) an inorganic adhesive experienced outclasses softening temperatures of ordinary organic epoxy adhesives. Beams strengthened by CFS bonded with inorganic adhesive perform good fire behavior.

KW - After fire

KW - An inorganic adhesive

KW - Carbon fiber sheet

KW - Conjugate beam method

KW - RC beam

UR - https://www.scopus.com/pages/publications/84872901873

U2 - 10.4028/www.scientific.net/AMM.256-259.873

DO - 10.4028/www.scientific.net/AMM.256-259.873

M3 - 会议稿件

AN - SCOPUS:84872901873

SN - 9783037855652

T3 - Applied Mechanics and Materials

SP - 873

EP - 877

BT - Advances in Civil Engineering II

T2 - 2nd International Conference on Civil Engineering and Transportation, ICCET 2012

Y2 - 27 October 2012 through 28 October 2012

ER -

Mechanical performance of beams strengthened by carbon fiber sheet bonded with inorganic adhesive after fire

Abstract

Publication series

Conference

Keywords

Access to Document

Other files and links

Fingerprint

Cite this