Damage Depth Evaluation of Concrete Exposed to High Temperatures
碩士 === 國立中興大學 === 土木工程學系所 === 94 === Concrete structures have long been regarded as fire-resistant structures. However, under the extreme heat of a fire, the effect of thermo-conductivity of concrete makes the different damage (such as the appearance of cracks and flaws) into the entrails or on the...
Main Authors: | Dao-Jie Chen, 陳道杰 |
---|---|
Other Authors: | 林宜清 |
Format: | Others |
Language: | zh-TW |
Published: |
2006
|
Online Access: | http://ndltd.ncl.edu.tw/handle/86648170879866308755 |
Similar Items
-
Evaluation of Crack Depth of Concrete Slab Exposed to Elevated Temperature by Impact-Echo Method
by: Hsin-Tsung Cho, et al.
Published: (2000) -
Application of the surface wave dispersion technique to evaluation of the damage of concrete structures exposed to high temperature
by: Peng-Ren Lai, et al.
Published: (2013) -
Damage evaluation of fiber-reinforced concrete exposed to elevated temperatures by nondestructive tests
by: Prae Suwanvitaya, et al.
Published: (2019-03-01) -
The Effect of Exposed Duration of High Temperature and Recovery Duration of Heat Release on the Recycled Concrete
by: Shin-Jie Li, et al.
Published: (2004) -
Thermal damage evaluation of full scale concrete columns exposed to high temperatures using scanning electron microscopy and X-ray diffraction
by: Bruno Fernandes, et al.
Published: (2018-10-01)