Cite Article

Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation

Choose citation format

BibTeX

@article{IJASEIT4847,
   author = {Asdam Tambusay and Benny Suryanto and Priyo Suprobo},
   title = {Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {8},
   number = {2},
   year = {2018},
   pages = {573--578},
   keywords = {DIC; low-cost; Ncorr; reinforced concrete; shear, strain field.},
   abstract = {A low-cost digital image correlation system is used to visualize the formation and propagation of concrete cracking in a reinforced concrete beam. The system employed comprises an ordinary digital camera, a remote image recording controller (a smartphone) and a freely-available, open-source image correlation software package Ncorr. In this paper, the application of this system is demonstrated to obtain a comprehensive time-lapse of longitudinal strain fields developing before and after the onset of shear cracking, thus allowing one to fully appreciate the mechanisms of shear failure in the beam. It is shown that the longitudinal strain fields obtained from the DIC system are in a good agreement with hand-drawn crack maps and that obtained from nonlinear finite element analysis.},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4847},
   doi = {10.18517/ijaseit.8.2.4847}
}

EndNote

%A Tambusay, Asdam
%A Suryanto, Benny
%A Suprobo, Priyo
%D 2018
%T Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation
%B 2018
%9 DIC; low-cost; Ncorr; reinforced concrete; shear, strain field.
%! Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation
%K DIC; low-cost; Ncorr; reinforced concrete; shear, strain field.
%X A low-cost digital image correlation system is used to visualize the formation and propagation of concrete cracking in a reinforced concrete beam. The system employed comprises an ordinary digital camera, a remote image recording controller (a smartphone) and a freely-available, open-source image correlation software package Ncorr. In this paper, the application of this system is demonstrated to obtain a comprehensive time-lapse of longitudinal strain fields developing before and after the onset of shear cracking, thus allowing one to fully appreciate the mechanisms of shear failure in the beam. It is shown that the longitudinal strain fields obtained from the DIC system are in a good agreement with hand-drawn crack maps and that obtained from nonlinear finite element analysis.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4847
%R doi:10.18517/ijaseit.8.2.4847
%J International Journal on Advanced Science, Engineering and Information Technology
%V 8
%N 2
%@ 2088-5334

IEEE

Asdam Tambusay,Benny Suryanto and Priyo Suprobo,"Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation," International Journal on Advanced Science, Engineering and Information Technology, vol. 8, no. 2, pp. 573-578, 2018. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.8.2.4847.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Tambusay, Asdam
AU  - Suryanto, Benny
AU  - Suprobo, Priyo
PY  - 2018
TI  - Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 8 (2018) No. 2
Y2  - 2018
SP  - 573
EP  - 578
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - DIC; low-cost; Ncorr; reinforced concrete; shear, strain field.
N2  - A low-cost digital image correlation system is used to visualize the formation and propagation of concrete cracking in a reinforced concrete beam. The system employed comprises an ordinary digital camera, a remote image recording controller (a smartphone) and a freely-available, open-source image correlation software package Ncorr. In this paper, the application of this system is demonstrated to obtain a comprehensive time-lapse of longitudinal strain fields developing before and after the onset of shear cracking, thus allowing one to fully appreciate the mechanisms of shear failure in the beam. It is shown that the longitudinal strain fields obtained from the DIC system are in a good agreement with hand-drawn crack maps and that obtained from nonlinear finite element analysis.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4847
DO  - 10.18517/ijaseit.8.2.4847

RefWorks

RT Journal Article
ID 4847
A1 Tambusay, Asdam
A1 Suryanto, Benny
A1 Suprobo, Priyo
T1 Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation
JF International Journal on Advanced Science, Engineering and Information Technology
VO 8
IS 2
YR 2018
SP 573
OP 578
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 DIC; low-cost; Ncorr; reinforced concrete; shear, strain field.
AB A low-cost digital image correlation system is used to visualize the formation and propagation of concrete cracking in a reinforced concrete beam. The system employed comprises an ordinary digital camera, a remote image recording controller (a smartphone) and a freely-available, open-source image correlation software package Ncorr. In this paper, the application of this system is demonstrated to obtain a comprehensive time-lapse of longitudinal strain fields developing before and after the onset of shear cracking, thus allowing one to fully appreciate the mechanisms of shear failure in the beam. It is shown that the longitudinal strain fields obtained from the DIC system are in a good agreement with hand-drawn crack maps and that obtained from nonlinear finite element analysis.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4847
DO  - 10.18517/ijaseit.8.2.4847