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Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program

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@article{IJASEIT2557,
   author = {Krisnamurti Krisnamurti and Agoes Soehardjono and Achfas Zacoeb and Ari Wibowo},
   title = {Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {7},
   number = {6},
   year = {2017},
   pages = {2004--2011},
   keywords = {isoparametric element; bending behavior; high-performance fiber-reinforced concrete},
   abstract = {Load and plate geometry of the bridge structure have form and nature vary. In the finite element modeling, plate weight and the load are converted to point load at the joint of the element. Research to describe plate failure is always carried out through analysis and testing in the laboratory. The aim of this research is to develop methods of analysis and testing High-Performance Fiber-Reinforced Concrete (HPFRC) plate in accordance with geometry and loading program so that the results of laboratory tests can approach the bending behavior of the actual plate element. Analysis carried out by the 2-D isoparametric finite element method, with the approach of plane strain condition. Variations performed on the supporting type, load pattern and the plate depth. Validation performed on plate specimen in the laboratory with a span length of 600 mm, width 300 mm and thickness vary from 30 mm up to 60 mm. HPFRC compressive strength is 93.045 MPa, and a splitting tensile strength is 6.018 MPa. Test performed with four-point bending pattern at a distance of 1/3 span length. Comparison results of analysis and laboratory test can be concluded that the failure of bending plate HPFRC can be described satisfactorily through 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=2557},
   doi = {10.18517/ijaseit.7.6.2557}
}

EndNote

%A Krisnamurti, Krisnamurti
%A Soehardjono, Agoes
%A Zacoeb, Achfas
%A Wibowo, Ari
%D 2017
%T Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program
%B 2017
%9 isoparametric element; bending behavior; high-performance fiber-reinforced concrete
%! Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program
%K isoparametric element; bending behavior; high-performance fiber-reinforced concrete
%X Load and plate geometry of the bridge structure have form and nature vary. In the finite element modeling, plate weight and the load are converted to point load at the joint of the element. Research to describe plate failure is always carried out through analysis and testing in the laboratory. The aim of this research is to develop methods of analysis and testing High-Performance Fiber-Reinforced Concrete (HPFRC) plate in accordance with geometry and loading program so that the results of laboratory tests can approach the bending behavior of the actual plate element. Analysis carried out by the 2-D isoparametric finite element method, with the approach of plane strain condition. Variations performed on the supporting type, load pattern and the plate depth. Validation performed on plate specimen in the laboratory with a span length of 600 mm, width 300 mm and thickness vary from 30 mm up to 60 mm. HPFRC compressive strength is 93.045 MPa, and a splitting tensile strength is 6.018 MPa. Test performed with four-point bending pattern at a distance of 1/3 span length. Comparison results of analysis and laboratory test can be concluded that the failure of bending plate HPFRC can be described satisfactorily through finite element analysis.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2557
%R doi:10.18517/ijaseit.7.6.2557
%J International Journal on Advanced Science, Engineering and Information Technology
%V 7
%N 6
%@ 2088-5334

IEEE

Krisnamurti Krisnamurti,Agoes Soehardjono,Achfas Zacoeb and Ari Wibowo,"Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program," International Journal on Advanced Science, Engineering and Information Technology, vol. 7, no. 6, pp. 2004-2011, 2017. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.7.6.2557.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Krisnamurti, Krisnamurti
AU  - Soehardjono, Agoes
AU  - Zacoeb, Achfas
AU  - Wibowo, Ari
PY  - 2017
TI  - Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 7 (2017) No. 6
Y2  - 2017
SP  - 2004
EP  - 2011
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - isoparametric element; bending behavior; high-performance fiber-reinforced concrete
N2  - Load and plate geometry of the bridge structure have form and nature vary. In the finite element modeling, plate weight and the load are converted to point load at the joint of the element. Research to describe plate failure is always carried out through analysis and testing in the laboratory. The aim of this research is to develop methods of analysis and testing High-Performance Fiber-Reinforced Concrete (HPFRC) plate in accordance with geometry and loading program so that the results of laboratory tests can approach the bending behavior of the actual plate element. Analysis carried out by the 2-D isoparametric finite element method, with the approach of plane strain condition. Variations performed on the supporting type, load pattern and the plate depth. Validation performed on plate specimen in the laboratory with a span length of 600 mm, width 300 mm and thickness vary from 30 mm up to 60 mm. HPFRC compressive strength is 93.045 MPa, and a splitting tensile strength is 6.018 MPa. Test performed with four-point bending pattern at a distance of 1/3 span length. Comparison results of analysis and laboratory test can be concluded that the failure of bending plate HPFRC can be described satisfactorily through finite element analysis.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2557
DO  - 10.18517/ijaseit.7.6.2557

RefWorks

RT Journal Article
ID 2557
A1 Krisnamurti, Krisnamurti
A1 Soehardjono, Agoes
A1 Zacoeb, Achfas
A1 Wibowo, Ari
T1 Bending Failure Analysis at HPFRC Plates with Various Depth and Loading Program
JF International Journal on Advanced Science, Engineering and Information Technology
VO 7
IS 6
YR 2017
SP 2004
OP 2011
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 isoparametric element; bending behavior; high-performance fiber-reinforced concrete
AB Load and plate geometry of the bridge structure have form and nature vary. In the finite element modeling, plate weight and the load are converted to point load at the joint of the element. Research to describe plate failure is always carried out through analysis and testing in the laboratory. The aim of this research is to develop methods of analysis and testing High-Performance Fiber-Reinforced Concrete (HPFRC) plate in accordance with geometry and loading program so that the results of laboratory tests can approach the bending behavior of the actual plate element. Analysis carried out by the 2-D isoparametric finite element method, with the approach of plane strain condition. Variations performed on the supporting type, load pattern and the plate depth. Validation performed on plate specimen in the laboratory with a span length of 600 mm, width 300 mm and thickness vary from 30 mm up to 60 mm. HPFRC compressive strength is 93.045 MPa, and a splitting tensile strength is 6.018 MPa. Test performed with four-point bending pattern at a distance of 1/3 span length. Comparison results of analysis and laboratory test can be concluded that the failure of bending plate HPFRC can be described satisfactorily through finite element analysis.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2557
DO  - 10.18517/ijaseit.7.6.2557