Relating Corroded Seven-Strand, Posttensioned Cable Cross-Sectional Properties to Load Capacity
Multistrand anchors have seen widespread use, providing strength and stability at hydraulic Corps facilities. However, these steel tendons are subject to strength reduction as an effect of corrosion. Methods for evaluating the corroded cable strength do not exist to accurately estimate the time unti...
Main Authors: | Richard Haskins, Barry White, Robert Ebeling, James Evans |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2016-01-01
|
Series: | Journal of Engineering |
Online Access: | http://dx.doi.org/10.1155/2016/5719156 |
Similar Items
-
Flexural Behavior of Posttensioned Concrete Beams with Unbonded High-Strength Strands
by: Min Sook Kim, et al.
Published: (2020-01-01) -
Integrity assessment of grouted posttensioning cables and reinforced concrete of a nuclear containment building
by: Shenton B., et al.
Published: (2011-04-01) -
NUMERICAL EVALUATION OF LOAD CAPACITY OF CORRODED PIPES
by: JOABSON LIMA ALVES
Published: (2002) -
Assessment of Mechanical Properties of Corroded Prestressing Strands
by: Chi-Ho Jeon, et al.
Published: (2020-06-01) -
[en] NUMERICAL EVALUATION OF LOAD CAPACITY OF CORRODED PIPES
by: JOABSON LIMA ALVES
Published: (2002)