CLC number: TU31
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2011-08-30
Cited: 10
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Gintaris Kaklauskas, Viktor Gribniak, Rokas Girdzius. Average stress-average strain tension-stiffening relationships based on provisions of design codes[J]. Journal of Zhejiang University Science A, 2011, 12(10): 731-736.
@article{title="Average stress-average strain tension-stiffening relationships based on provisions of design codes",
author="Gintaris Kaklauskas, Viktor Gribniak, Rokas Girdzius",
journal="Journal of Zhejiang University Science A",
volume="12",
number="10",
pages="731-736",
year="2011",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1100029"
}
%0 Journal Article
%T Average stress-average strain tension-stiffening relationships based on provisions of design codes
%A Gintaris Kaklauskas
%A Viktor Gribniak
%A Rokas Girdzius
%J Journal of Zhejiang University SCIENCE A
%V 12
%N 10
%P 731-736
%@ 1673-565X
%D 2011
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1100029
TY - JOUR
T1 - Average stress-average strain tension-stiffening relationships based on provisions of design codes
A1 - Gintaris Kaklauskas
A1 - Viktor Gribniak
A1 - Rokas Girdzius
J0 - Journal of Zhejiang University Science A
VL - 12
IS - 10
SP - 731
EP - 736
%@ 1673-565X
Y1 - 2011
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A1100029
Abstract: This research was aimed at deriving average stress-average strain tension-stiffening relationships in accordance with the provisions of design codes for reinforced concrete (RC) members. Using a proposed inverse technique, the tension-stiffening relationships were derived from moment-curvature diagrams of RC beams calculated by different code methods, namely Eurocode 2, ACI 318, and the Chinese standard GB 50010-2002. The derived tension-stiffening laws were applied in a numerical study using the nonlinear finite element software ATENA. The curvatures calculated by ATENA and the code methods were in good agreement.
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