Stress–strain model for concrete in FRP-confined steel tubular columns
By Jin-Guang Teng, Yi-Fei Hu, Tao Yu. 2013
215 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/b1f3a31c16f225a1597fd35bb8c41e405e31aadf
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- A constitutive model for predicting the lateral strain of confined concrete (2015, background): “strain and confining stress in externally confined concrete columns under the condition that the confining stress to lateral strain ratio is constant, but these are applicable only when the confining materials would remain linearly elastic during loading, such as fibre-reinforced polymers [11,31,33,”