The research of the corrosive length of reinforcing steel induced by cracking on axial-tension members
碩士 === 國立中央大學 === 土木工程研究所 === 83 === To study the behavior of the corrosive length of reinforcing steel induced by cracking on axial-tension members,this paper considers four major variables,including the steel stress,the thickness of the c...
Main Authors: | Hsiuan Hua Chen, 陳宣樺 |
---|---|
Other Authors: | Wen Hsiung Chen |
Format: | Others |
Language: | zh-TW |
Published: |
1995
|
Online Access: | http://ndltd.ncl.edu.tw/handle/86207515260885076928 |
Similar Items
-
The resarch of the axial tension cracks on the HSC members
by: Ko Hsu-Lan, et al.
Published: (1995) -
Cracking and tension zone behaviour in reinforced concrete flexural members
by: Kong, Kok Loon
Published: (2005) -
Fatigue, bond and cracking characteristics of reinforced concrete tension members
by: Yannopoulos, Ploutarchos John
Published: (1976) -
Stress‐strain response of reinforced concrete member subjected to axial tension
by: Rokas Girdžius, et al.
Published: (2007-06-01) -
Tension cracks parallel with the axial plane
by: N. Edelman
Published: (1973-06-01)