Structural performance assessment of bridge's girder using image measurement system and finite element analysis

Wanakorn Prayoonwet; Tidarut Jirawattanasomkul; Yasuhiko Sato

doi:10.1007/978-3-319-59471-2_195

Structural performance assessment of bridge's girder using image measurement system and finite element analysis

Wanakorn Prayoonwet, Tidarut Jirawattanasomkul, Yasuhiko Sato

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

Abstract

This paper aimed to assess structural performance of superstructures of typical RC bridge in Thailand. The static load test was performed to measure both horizontal and vertical displacement in Reinforced Concrete (RC) girder using Image Measurement System (IMS). The RC girder's stiffness obtained from the IMS results is compared with that obtained from 3D Linear Finite Element Method. The stiffness from IMS is smaller than that from 3D FEM, indicating deterioration of RC girder. Besides, to predict the failure mode and capacity of RC girder, 2D Non-linear Finite Element Method. It was founded that the RC girder occurred shear and anchorage failure. In this paper, furthermore, the Load and Resistance Factor Rating (LRFR) is conducted to evaluate the performance of the bridge which has been designed by old LRFD specification. The results show that the moment rating factor and the shear rating factor for the designed load rating is equal to 1.20 and 1.01, respectively. From LRFR, the bridge still has sufficient capacity to carry both the AASHTO LRFD-design live load HL-93 and the AASHTO legal loads.

Original language	English
Title of host publication	High Tech Concrete
Subtitle of host publication	Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium
Publisher	Springer International Publishing
Pages	1699-1706
Number of pages	8
ISBN (Electronic)	9783319594705
DOIs	https://doi.org/10.1007/978-3-319-59471-2_195
Publication status	Published - 2017 Jan 1
Externally published	Yes
Event	2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet - Maastricht, Netherlands Duration: 2017 Jun 12 → 2017 Jun 14

Other

Other	2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet
Country	Netherlands
City	Maastricht
Period	17/6/12 → 17/6/14

Keywords

Assessment
Bridge's girder
Finite element method
Image measurement system

ASJC Scopus subject areas

Architecture
Building and Construction
Civil and Structural Engineering

Access to Document

10.1007/978-3-319-59471-2_195

Fingerprint Dive into the research topics of 'Structural performance assessment of bridge's girder using image measurement system and finite element analysis'. Together they form a unique fingerprint.

Cite this

Prayoonwet, W., Jirawattanasomkul, T., & Sato, Y. (2017). Structural performance assessment of bridge's girder using image measurement system and finite element analysis. In High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium (pp. 1699-1706). Springer International Publishing. https://doi.org/10.1007/978-3-319-59471-2_195

Structural performance assessment of bridge's girder using image measurement system and finite element analysis. / Prayoonwet, Wanakorn; Jirawattanasomkul, Tidarut; Sato, Yasuhiko.

High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. Springer International Publishing, 2017. p. 1699-1706.

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

Prayoonwet, W, Jirawattanasomkul, T & Sato, Y 2017, Structural performance assessment of bridge's girder using image measurement system and finite element analysis. in High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. Springer International Publishing, pp. 1699-1706, 2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet, Maastricht, Netherlands, 17/6/12. https://doi.org/10.1007/978-3-319-59471-2_195

@inproceedings{f6bef3f72fc34e52964c530830205b86,

title = "Structural performance assessment of bridge's girder using image measurement system and finite element analysis",

abstract = "This paper aimed to assess structural performance of superstructures of typical RC bridge in Thailand. The static load test was performed to measure both horizontal and vertical displacement in Reinforced Concrete (RC) girder using Image Measurement System (IMS). The RC girder's stiffness obtained from the IMS results is compared with that obtained from 3D Linear Finite Element Method. The stiffness from IMS is smaller than that from 3D FEM, indicating deterioration of RC girder. Besides, to predict the failure mode and capacity of RC girder, 2D Non-linear Finite Element Method. It was founded that the RC girder occurred shear and anchorage failure. In this paper, furthermore, the Load and Resistance Factor Rating (LRFR) is conducted to evaluate the performance of the bridge which has been designed by old LRFD specification. The results show that the moment rating factor and the shear rating factor for the designed load rating is equal to 1.20 and 1.01, respectively. From LRFR, the bridge still has sufficient capacity to carry both the AASHTO LRFD-design live load HL-93 and the AASHTO legal loads.",

keywords = "Assessment, Bridge's girder, Finite element method, Image measurement system",

author = "Wanakorn Prayoonwet and Tidarut Jirawattanasomkul and Yasuhiko Sato",

year = "2017",

month = jan,

day = "1",

doi = "10.1007/978-3-319-59471-2_195",

language = "English",

pages = "1699--1706",

booktitle = "High Tech Concrete",

publisher = "Springer International Publishing",

note = "2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet ; Conference date: 12-06-2017 Through 14-06-2017",

}

TY - GEN

T1 - Structural performance assessment of bridge's girder using image measurement system and finite element analysis

AU - Prayoonwet, Wanakorn

AU - Jirawattanasomkul, Tidarut

AU - Sato, Yasuhiko

PY - 2017/1/1

Y1 - 2017/1/1

N2 - This paper aimed to assess structural performance of superstructures of typical RC bridge in Thailand. The static load test was performed to measure both horizontal and vertical displacement in Reinforced Concrete (RC) girder using Image Measurement System (IMS). The RC girder's stiffness obtained from the IMS results is compared with that obtained from 3D Linear Finite Element Method. The stiffness from IMS is smaller than that from 3D FEM, indicating deterioration of RC girder. Besides, to predict the failure mode and capacity of RC girder, 2D Non-linear Finite Element Method. It was founded that the RC girder occurred shear and anchorage failure. In this paper, furthermore, the Load and Resistance Factor Rating (LRFR) is conducted to evaluate the performance of the bridge which has been designed by old LRFD specification. The results show that the moment rating factor and the shear rating factor for the designed load rating is equal to 1.20 and 1.01, respectively. From LRFR, the bridge still has sufficient capacity to carry both the AASHTO LRFD-design live load HL-93 and the AASHTO legal loads.

AB - This paper aimed to assess structural performance of superstructures of typical RC bridge in Thailand. The static load test was performed to measure both horizontal and vertical displacement in Reinforced Concrete (RC) girder using Image Measurement System (IMS). The RC girder's stiffness obtained from the IMS results is compared with that obtained from 3D Linear Finite Element Method. The stiffness from IMS is smaller than that from 3D FEM, indicating deterioration of RC girder. Besides, to predict the failure mode and capacity of RC girder, 2D Non-linear Finite Element Method. It was founded that the RC girder occurred shear and anchorage failure. In this paper, furthermore, the Load and Resistance Factor Rating (LRFR) is conducted to evaluate the performance of the bridge which has been designed by old LRFD specification. The results show that the moment rating factor and the shear rating factor for the designed load rating is equal to 1.20 and 1.01, respectively. From LRFR, the bridge still has sufficient capacity to carry both the AASHTO LRFD-design live load HL-93 and the AASHTO legal loads.

KW - Assessment

KW - Bridge's girder

KW - Finite element method

KW - Image measurement system

UR - http://www.scopus.com/inward/record.url?scp=85025694387&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85025694387&partnerID=8YFLogxK

U2 - 10.1007/978-3-319-59471-2_195

DO - 10.1007/978-3-319-59471-2_195

M3 - Conference contribution

AN - SCOPUS:85025694387

SP - 1699

EP - 1706

BT - High Tech Concrete

PB - Springer International Publishing

T2 - 2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet

Y2 - 12 June 2017 through 14 June 2017

ER -