Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element

Krisnamurti; Agoes Soehardjono; Achfas Zacoeb; Ari Wibowo

doi:10.1063/1.4976889

Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element

Krisnamurti^*
, Agoes Soehardjono
, Achfas Zacoeb
, Ari Wibowo

^*Corresponding author for this work

Faculty of Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

This paper presents finite element modeling of the bending failure on High-Performance Fiber-Reinforced Concrete (HPFRC) plate subjected to monotonic loading. Plate analysis is commonly used approach to plate bending theory. The results are sometimes less in accordance with laboratory tests. The aim of this study is to analyze the behavior of bending until failure which occurred at HPFRC plate, and load-displacement relation caused by variations of plate depth. Analysis carried out by 2-D isoparametric finite element method, with the approach of plane strain condition. The analysis was done by decreasing the stiffness of plate elements layer gradually in accordance with the development of maximum stress in the element due to workload. The rigidity of plate elements layer will be close to zero when maximum stress reaches a maximum tensile strength of HPFRC. Validation testing program conducted on plate specimen with a span length of 600 mm, width 300 mm and thickness variation of 40 mm, 50 mm and 60 mm. HPFRC compressive strength is 93.045 MPa, and splitting tensile strength is 6.018 MPa. Test performed with four points bending pattern at a distance of 1/3 span length. Comparison between the calculation by the finite element method and laboratory testing showed very consistent results.

Original language	English
Title of host publication	Engineering International Conference, EIC 2016
Subtitle of host publication	Proceedings of the 5th International Conference on Education, Concept, and Application of Green Technology
Editors	Subiyanto, Rini Kusumawardani, Adhi Kusumastuti, Megawati, Dwi Widjanarko
Publisher	American Institute of Physics Inc.
ISBN (Electronic)	9780735414860
DOIs	https://doi.org/10.1063/1.4976889
Publication status	Published - 9 Mar 2017
Event	5th Engineering International Conference on Education, Concept, and Application of Green Technology, EIC 2016 - Semarang, Indonesia Duration: 5 Oct 2016 → 6 Oct 2016

Publication series

Name	AIP Conference Proceedings
Volume	1818
ISSN (Print)	0094-243X
ISSN (Electronic)	1551-7616

Conference

Conference	5th Engineering International Conference on Education, Concept, and Application of Green Technology, EIC 2016
Country/Territory	Indonesia
City	Semarang
Period	5/10/16 → 6/10/16

Access to Document

10.1063/1.4976889

Cite this

Krisnamurti, Soehardjono, A., Zacoeb, A., & Wibowo, A. (2017). Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element. In Subiyanto, R. Kusumawardani, A. Kusumastuti, Megawati, & D. Widjanarko (Eds.), Engineering International Conference, EIC 2016: Proceedings of the 5th International Conference on Education, Concept, and Application of Green Technology Article 020025 (AIP Conference Proceedings; Vol. 1818). American Institute of Physics Inc.. https://doi.org/10.1063/1.4976889

Krisnamurti, ; Soehardjono, Agoes ; Zacoeb, Achfas et al. / Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element. Engineering International Conference, EIC 2016: Proceedings of the 5th International Conference on Education, Concept, and Application of Green Technology. editor / Subiyanto ; Rini Kusumawardani ; Adhi Kusumastuti ; Megawati ; Dwi Widjanarko. American Institute of Physics Inc., 2017. (AIP Conference Proceedings).

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title = "Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element",

abstract = "This paper presents finite element modeling of the bending failure on High-Performance Fiber-Reinforced Concrete (HPFRC) plate subjected to monotonic loading. Plate analysis is commonly used approach to plate bending theory. The results are sometimes less in accordance with laboratory tests. The aim of this study is to analyze the behavior of bending until failure which occurred at HPFRC plate, and load-displacement relation caused by variations of plate depth. Analysis carried out by 2-D isoparametric finite element method, with the approach of plane strain condition. The analysis was done by decreasing the stiffness of plate elements layer gradually in accordance with the development of maximum stress in the element due to workload. The rigidity of plate elements layer will be close to zero when maximum stress reaches a maximum tensile strength of HPFRC. Validation testing program conducted on plate specimen with a span length of 600 mm, width 300 mm and thickness variation of 40 mm, 50 mm and 60 mm. HPFRC compressive strength is 93.045 MPa, and splitting tensile strength is 6.018 MPa. Test performed with four points bending pattern at a distance of 1/3 span length. Comparison between the calculation by the finite element method and laboratory testing showed very consistent results.",

author = "Krisnamurti and Agoes Soehardjono and Achfas Zacoeb and Ari Wibowo",

note = "Publisher Copyright: {\textcopyright} 2017 Author(s).; 5th Engineering International Conference on Education, Concept, and Application of Green Technology, EIC 2016 ; Conference date: 05-10-2016 Through 06-10-2016",

year = "2017",

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language = "English",

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Krisnamurti, , Soehardjono, A , Zacoeb, A & Wibowo, A 2017, Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element. in Subiyanto, R Kusumawardani, A Kusumastuti, Megawati & D Widjanarko (eds), Engineering International Conference, EIC 2016: Proceedings of the 5th International Conference on Education, Concept, and Application of Green Technology., 020025, AIP Conference Proceedings, vol. 1818, American Institute of Physics Inc., 5th Engineering International Conference on Education, Concept, and Application of Green Technology, EIC 2016, Semarang, Indonesia, 5/10/16. https://doi.org/10.1063/1.4976889

Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element. / Krisnamurti, ; Soehardjono, Agoes ; Zacoeb, Achfas et al.
Engineering International Conference, EIC 2016: Proceedings of the 5th International Conference on Education, Concept, and Application of Green Technology. ed. / Subiyanto; Rini Kusumawardani; Adhi Kusumastuti; Megawati; Dwi Widjanarko. American Institute of Physics Inc., 2017. 020025 (AIP Conference Proceedings; Vol. 1818).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element

AU - Krisnamurti,

AU - Soehardjono, Agoes

AU - Zacoeb, Achfas

AU - Wibowo, Ari

PY - 2017/3/9

Y1 - 2017/3/9

N2 - This paper presents finite element modeling of the bending failure on High-Performance Fiber-Reinforced Concrete (HPFRC) plate subjected to monotonic loading. Plate analysis is commonly used approach to plate bending theory. The results are sometimes less in accordance with laboratory tests. The aim of this study is to analyze the behavior of bending until failure which occurred at HPFRC plate, and load-displacement relation caused by variations of plate depth. Analysis carried out by 2-D isoparametric finite element method, with the approach of plane strain condition. The analysis was done by decreasing the stiffness of plate elements layer gradually in accordance with the development of maximum stress in the element due to workload. The rigidity of plate elements layer will be close to zero when maximum stress reaches a maximum tensile strength of HPFRC. Validation testing program conducted on plate specimen with a span length of 600 mm, width 300 mm and thickness variation of 40 mm, 50 mm and 60 mm. HPFRC compressive strength is 93.045 MPa, and splitting tensile strength is 6.018 MPa. Test performed with four points bending pattern at a distance of 1/3 span length. Comparison between the calculation by the finite element method and laboratory testing showed very consistent results.

AB - This paper presents finite element modeling of the bending failure on High-Performance Fiber-Reinforced Concrete (HPFRC) plate subjected to monotonic loading. Plate analysis is commonly used approach to plate bending theory. The results are sometimes less in accordance with laboratory tests. The aim of this study is to analyze the behavior of bending until failure which occurred at HPFRC plate, and load-displacement relation caused by variations of plate depth. Analysis carried out by 2-D isoparametric finite element method, with the approach of plane strain condition. The analysis was done by decreasing the stiffness of plate elements layer gradually in accordance with the development of maximum stress in the element due to workload. The rigidity of plate elements layer will be close to zero when maximum stress reaches a maximum tensile strength of HPFRC. Validation testing program conducted on plate specimen with a span length of 600 mm, width 300 mm and thickness variation of 40 mm, 50 mm and 60 mm. HPFRC compressive strength is 93.045 MPa, and splitting tensile strength is 6.018 MPa. Test performed with four points bending pattern at a distance of 1/3 span length. Comparison between the calculation by the finite element method and laboratory testing showed very consistent results.

UR - https://www.scopus.com/pages/publications/85017505728

U2 - 10.1063/1.4976889

DO - 10.1063/1.4976889

M3 - Conference contribution

AN - SCOPUS:85017505728

T3 - AIP Conference Proceedings

BT - Engineering International Conference, EIC 2016

A2 - Subiyanto, null

A2 - Kusumawardani, Rini

A2 - Kusumastuti, Adhi

A2 - Megawati, null

A2 - Widjanarko, Dwi

PB - American Institute of Physics Inc.

T2 - 5th Engineering International Conference on Education, Concept, and Application of Green Technology, EIC 2016

Y2 - 5 October 2016 through 6 October 2016

ER -

Krisnamurti , Soehardjono A , Zacoeb A , Wibowo A. Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element. In Subiyanto, Kusumawardani R, Kusumastuti A, Megawati, Widjanarko D, editors, Engineering International Conference, EIC 2016: Proceedings of the 5th International Conference on Education, Concept, and Application of Green Technology. American Institute of Physics Inc. 2017. 020025. (AIP Conference Proceedings). doi: 10.1063/1.4976889

Finite element modeling of bending failure at HPFRC plates using 2-dimensional isoparametric element

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