Fire resistance of repaired components by polymer-modified cement mortar

Hitoshi Hamasaki, Takeshi Motegi, Takafumi Noguchi, Dedong Wang, Hyungjun Kim

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

This paper deals with the fire resistance of repaired components by polymer-modified cement mortar. The experiment examine fire test for two hours, confirmed the damage conditions and the temperature distribution of repair sections, and adhesive strength. As the result, the monolithic property of repair section depends on its size and thickness, the case of large and thin is relatively danger. The temperature distribution in the repair section is relatively low compared with an ordinary concrete and mortar, so harmful influence to the structural safety in fire is low from the viewpoint of the temperature of the reinforcing bar.

Original languageEnglish
Pages (from-to)1065-1071
Number of pages7
JournalJournal of Structural and Construction Engineering
Volume75
Issue number652
DOIs
Publication statusPublished - 2010 Jun
Externally publishedYes

Fingerprint

Fire resistance
Mortar
Cements
Repair
Fires
Temperature distribution
Polymers
Adhesives
Concretes
Experiments
Temperature

Keywords

  • Adhesive Strength
  • Fire Test
  • Monolithic Property
  • Polymer Modified Cement Mortar
  • Section Repair
  • Temperature Distribution

ASJC Scopus subject areas

  • Building and Construction
  • Architecture

Cite this

Fire resistance of repaired components by polymer-modified cement mortar. / Hamasaki, Hitoshi; Motegi, Takeshi; Noguchi, Takafumi; Wang, Dedong; Kim, Hyungjun.

In: Journal of Structural and Construction Engineering, Vol. 75, No. 652, 06.2010, p. 1065-1071.

Research output: Contribution to journalArticle

Hamasaki, Hitoshi ; Motegi, Takeshi ; Noguchi, Takafumi ; Wang, Dedong ; Kim, Hyungjun. / Fire resistance of repaired components by polymer-modified cement mortar. In: Journal of Structural and Construction Engineering. 2010 ; Vol. 75, No. 652. pp. 1065-1071.
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