Design of Main Bridge of Second Penang Bridge in Malaysia

Hou Man; Liu Bo; Peng Yun Dong; Chang Chung Man

doi:doi:10.11648/j.ijtet.20180402.13

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Design of Main Bridge of Second Penang Bridge in Malaysia

Hou Man, Liu Bo, Peng Yun Dong, Chang Chung Man

Published in International Journal of Transportation Engineering and Technology (Volume 4, Issue 2)

Received: 22 June 2018 Accepted: 12 July 2018 Published: 9 August 2018

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Abstract

The main bridge of the Second Penang Bridge in Malaysia [1-2] is a two-pylon three-span prestressed concrete cable-stayed bridge, with span arrangement of (117.5+240+117.5) m.The pylons and the main girder are monolithic. The main girder, which is 34.6m wide, adopts the ladder type concrete deck section comprising top slab, transverse diaphragms and edge beams. The pylons are H-form pylons, and the stay cables are formed of parallel strands and are arranged in fan cable planes. Each pylon column carries 18 pairs of stay cables that are anchored by the deviation saddles in the pylons and anchor blisters in the main girder. The foundations consist of large diameter bored piles, varying from 2.3m to 2.0m in diameter. An optimized design scheme is tailored for the bridge, in which the main girder has the cross-section built up by a combination of slab, diaphragm and edge beam structuresand was constructed by using the rear supported form traveler and incorporating an optimization of construction timing. The scheme resolved the problems of load-bearing capacity verification for bridge deck and the verification of main girder prestress under the heavy vehicle loads prescribed in the BS5400. Meanwhile, a meticulous calculation method was put forward for the design and analysis of the main girder, to obtain the real load bearing conditions of the main girder and the bridge deck. The diaphragms were calculated by the spatial grillage analysis method, aimed at guaranteeing the load-bearing safety of the structure.

Published in	International Journal of Transportation Engineering and Technology (Volume 4, Issue 2)
DOI	10.11648/j.ijtet.20180402.13
Page(s)	35-42
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2018. Published by Science Publishing Group

Keywords

Cable-Stayed Bridge, Ladder Type Deck, Spatial Grillage Analysis, Deviation Saddle, Rear-Supported Form Traveler, Design

References

[1]	Malaysia Second Penang Bridge Detailed Design [Z], CCCC Highway Consultants Co., Ltd., Beijing 2010
[2]	Sham R, Fang ZR, Meng FC, The Second Penang Bridge, A Glorious Chapter in Modern Bridge Engineering [M], Beijing, China Construction Industry Publication, 2015
[3]	Zhan JianHui, Peng Xiao Bin, “Long Span Composite Cable-Stayed Bridge Design Scheme Studies", Bridge Construction Journal, P.85-91, Volume 46(4), 2016
[4]	Liu Yan Fei, Zhu An Jing, Kang Xiao Ming, “Xiangyang East West Hanjiang Long Span Bridge Crossing- Main Bridge Design”, Bridge Construction Journal, P.94-98, Volume 47(1), 2017
[5]	Xie Wei Liu, "Prestressed Concrete Cable-Stayed Bridge Ladder Type Main Deck Structure- Section Stress Distribution and Effective Width Studies", China and Overseas Construction Journal, P.152-155, Volume 2006(5)
[6]	BS5400-4: 1990, Steel, Concrete and Composite Bridge, Code of Practice for Design of Concrete Bridges
[7]	Yu Chao, Hu ZhiJian, Wu Da Jian, "Long Span Concrete Cable-Stayed Bridge Deck Erection Stress Analysis and Crack Prevention Technology Studies", Journal of Wuhan Polytechnic University (Transport Science and Engineering Edition), P.1073-1077, Volume 40(6), 2016
[8]	Wang Rong Xing, "Single Plane Prestressed Concrete Partial Cable-Stayed Bridge- Construction Technology Analysis", Transport World Journal, P.148-149, Volume 2017(4)
[9]	Wang Wen Xia, GuoQiang, You XinPeng, "Concrete Cable-Stayed Bridge Erected by using the Cable Supported Form Traveler", Journal of China and Overseas Highway, P.95-99, Volume 2011(2)
[10]	XieZe Fu, "Analysis of Shear Lag Effect at Ladder Deck Type Cable-Stayed Bridge Erected by Balanced Cantilever Erection Method", Journal of Bridge Construction, P.14-19, Volume 43(4), 2013
[11]	Chen Liang, Shao Chang Yu, "Effects of Creep and Shrinkage at Ladder Deck Type Cable-Stayed Bridge Erected by Balanced Cantilever Erection Method", Journal of Bridge Construction, P.74-78, Volume 45(1), 2015
[12]	Hou Man, Qu Chun Sheng, Liu Bo, "Malaysia Second Penang Bridge- Cable-Stayed Bridge Diaphragm Design and Analysis Method", Journal of World Bridge, P.26-29, Volume 40(4), 2012
[13]	Zhang ZuoJie, Wang RongHui, Zhen Xiao Xia, “Parallel Strand Stay Cable Force Measurement Method Evaluation”, Journal of Bridge Construction, P.42-47, Volume 46(2), 2016

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APA Style

Hou Man, Liu Bo, Peng Yun Dong, Chang Chung Man. (2018). Design of Main Bridge of Second Penang Bridge in Malaysia. International Journal of Transportation Engineering and Technology, 4(2), 35-42. https://doi.org/10.11648/j.ijtet.20180402.13

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ACS Style

Hou Man; Liu Bo; Peng Yun Dong; Chang Chung Man. Design of Main Bridge of Second Penang Bridge in Malaysia. Int. J. Transp. Eng. Technol. 2018, 4(2), 35-42. doi: 10.11648/j.ijtet.20180402.13

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AMA Style

Hou Man, Liu Bo, Peng Yun Dong, Chang Chung Man. Design of Main Bridge of Second Penang Bridge in Malaysia. Int J Transp Eng Technol. 2018;4(2):35-42. doi: 10.11648/j.ijtet.20180402.13

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@article{10.11648/j.ijtet.20180402.13,
  author = {Hou Man and Liu Bo and Peng Yun Dong and Chang Chung Man},
  title = {Design of Main Bridge of Second Penang Bridge in Malaysia},
  journal = {International Journal of Transportation Engineering and Technology},
  volume = {4},
  number = {2},
  pages = {35-42},
  doi = {10.11648/j.ijtet.20180402.13},
  url = {https://doi.org/10.11648/j.ijtet.20180402.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijtet.20180402.13},
  abstract = {The main bridge of the Second Penang Bridge in Malaysia [1-2] is a two-pylon three-span prestressed concrete cable-stayed bridge, with span arrangement of (117.5+240+117.5) m.The pylons and the main girder are monolithic. The main girder, which is 34.6m wide, adopts the ladder type concrete deck section comprising top slab, transverse diaphragms and edge beams. The pylons are H-form pylons, and the stay cables are formed of parallel strands and are arranged in fan cable planes. Each pylon column carries 18 pairs of stay cables that are anchored by the deviation saddles in the pylons and anchor blisters in the main girder. The foundations consist of large diameter bored piles, varying from 2.3m to 2.0m in diameter. An optimized design scheme is tailored for the bridge, in which the main girder has the cross-section built up by a combination of slab, diaphragm and edge beam structuresand was constructed by using the rear supported form traveler and incorporating an optimization of construction timing. The scheme resolved the problems of load-bearing capacity verification for bridge deck and the verification of main girder prestress under the heavy vehicle loads prescribed in the BS5400. Meanwhile, a meticulous calculation method was put forward for the design and analysis of the main girder, to obtain the real load bearing conditions of the main girder and the bridge deck. The diaphragms were calculated by the spatial grillage analysis method, aimed at guaranteeing the load-bearing safety of the structure.},
 year = {2018}
}

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TY  - JOUR
T1  - Design of Main Bridge of Second Penang Bridge in Malaysia
AU  - Hou Man
AU  - Liu Bo
AU  - Peng Yun Dong
AU  - Chang Chung Man
Y1  - 2018/08/09
PY  - 2018
N1  - https://doi.org/10.11648/j.ijtet.20180402.13
DO  - 10.11648/j.ijtet.20180402.13
T2  - International Journal of Transportation Engineering and Technology
JF  - International Journal of Transportation Engineering and Technology
JO  - International Journal of Transportation Engineering and Technology
SP  - 35
EP  - 42
PB  - Science Publishing Group
SN  - 2575-1751
UR  - https://doi.org/10.11648/j.ijtet.20180402.13
AB  - The main bridge of the Second Penang Bridge in Malaysia [1-2] is a two-pylon three-span prestressed concrete cable-stayed bridge, with span arrangement of (117.5+240+117.5) m.The pylons and the main girder are monolithic. The main girder, which is 34.6m wide, adopts the ladder type concrete deck section comprising top slab, transverse diaphragms and edge beams. The pylons are H-form pylons, and the stay cables are formed of parallel strands and are arranged in fan cable planes. Each pylon column carries 18 pairs of stay cables that are anchored by the deviation saddles in the pylons and anchor blisters in the main girder. The foundations consist of large diameter bored piles, varying from 2.3m to 2.0m in diameter. An optimized design scheme is tailored for the bridge, in which the main girder has the cross-section built up by a combination of slab, diaphragm and edge beam structuresand was constructed by using the rear supported form traveler and incorporating an optimization of construction timing. The scheme resolved the problems of load-bearing capacity verification for bridge deck and the verification of main girder prestress under the heavy vehicle loads prescribed in the BS5400. Meanwhile, a meticulous calculation method was put forward for the design and analysis of the main girder, to obtain the real load bearing conditions of the main girder and the bridge deck. The diaphragms were calculated by the spatial grillage analysis method, aimed at guaranteeing the load-bearing safety of the structure.
VL  - 4
IS  - 2
ER  -

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Author Information

Hou Man

CCCC Highway Consultants Co., Ltd. (Hainan Office), Haikou, China
Liu Bo

CCCC Highway Consultants Co., Ltd., Beijing, China
Peng Yun Dong

International Business Department, CCCC Highway Consultants Co., Ltd., Beijing, China
Chang Chung Man

CCCC Highway Consultants Co., Ltd., Beijing, China

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Plain Text BibTeX RIS

APA Style

Hou Man, Liu Bo, Peng Yun Dong, Chang Chung Man. (2018). Design of Main Bridge of Second Penang Bridge in Malaysia. International Journal of Transportation Engineering and Technology, 4(2), 35-42. https://doi.org/10.11648/j.ijtet.20180402.13

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ACS Style

Hou Man; Liu Bo; Peng Yun Dong; Chang Chung Man. Design of Main Bridge of Second Penang Bridge in Malaysia. Int. J. Transp. Eng. Technol. 2018, 4(2), 35-42. doi: 10.11648/j.ijtet.20180402.13

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AMA Style

Hou Man, Liu Bo, Peng Yun Dong, Chang Chung Man. Design of Main Bridge of Second Penang Bridge in Malaysia. Int J Transp Eng Technol. 2018;4(2):35-42. doi: 10.11648/j.ijtet.20180402.13

Copy | Download

@article{10.11648/j.ijtet.20180402.13,
  author = {Hou Man and Liu Bo and Peng Yun Dong and Chang Chung Man},
  title = {Design of Main Bridge of Second Penang Bridge in Malaysia},
  journal = {International Journal of Transportation Engineering and Technology},
  volume = {4},
  number = {2},
  pages = {35-42},
  doi = {10.11648/j.ijtet.20180402.13},
  url = {https://doi.org/10.11648/j.ijtet.20180402.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijtet.20180402.13},
  abstract = {The main bridge of the Second Penang Bridge in Malaysia [1-2] is a two-pylon three-span prestressed concrete cable-stayed bridge, with span arrangement of (117.5+240+117.5) m.The pylons and the main girder are monolithic. The main girder, which is 34.6m wide, adopts the ladder type concrete deck section comprising top slab, transverse diaphragms and edge beams. The pylons are H-form pylons, and the stay cables are formed of parallel strands and are arranged in fan cable planes. Each pylon column carries 18 pairs of stay cables that are anchored by the deviation saddles in the pylons and anchor blisters in the main girder. The foundations consist of large diameter bored piles, varying from 2.3m to 2.0m in diameter. An optimized design scheme is tailored for the bridge, in which the main girder has the cross-section built up by a combination of slab, diaphragm and edge beam structuresand was constructed by using the rear supported form traveler and incorporating an optimization of construction timing. The scheme resolved the problems of load-bearing capacity verification for bridge deck and the verification of main girder prestress under the heavy vehicle loads prescribed in the BS5400. Meanwhile, a meticulous calculation method was put forward for the design and analysis of the main girder, to obtain the real load bearing conditions of the main girder and the bridge deck. The diaphragms were calculated by the spatial grillage analysis method, aimed at guaranteeing the load-bearing safety of the structure.},
 year = {2018}
}

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TY  - JOUR
T1  - Design of Main Bridge of Second Penang Bridge in Malaysia
AU  - Hou Man
AU  - Liu Bo
AU  - Peng Yun Dong
AU  - Chang Chung Man
Y1  - 2018/08/09
PY  - 2018
N1  - https://doi.org/10.11648/j.ijtet.20180402.13
DO  - 10.11648/j.ijtet.20180402.13
T2  - International Journal of Transportation Engineering and Technology
JF  - International Journal of Transportation Engineering and Technology
JO  - International Journal of Transportation Engineering and Technology
SP  - 35
EP  - 42
PB  - Science Publishing Group
SN  - 2575-1751
UR  - https://doi.org/10.11648/j.ijtet.20180402.13
AB  - The main bridge of the Second Penang Bridge in Malaysia [1-2] is a two-pylon three-span prestressed concrete cable-stayed bridge, with span arrangement of (117.5+240+117.5) m.The pylons and the main girder are monolithic. The main girder, which is 34.6m wide, adopts the ladder type concrete deck section comprising top slab, transverse diaphragms and edge beams. The pylons are H-form pylons, and the stay cables are formed of parallel strands and are arranged in fan cable planes. Each pylon column carries 18 pairs of stay cables that are anchored by the deviation saddles in the pylons and anchor blisters in the main girder. The foundations consist of large diameter bored piles, varying from 2.3m to 2.0m in diameter. An optimized design scheme is tailored for the bridge, in which the main girder has the cross-section built up by a combination of slab, diaphragm and edge beam structuresand was constructed by using the rear supported form traveler and incorporating an optimization of construction timing. The scheme resolved the problems of load-bearing capacity verification for bridge deck and the verification of main girder prestress under the heavy vehicle loads prescribed in the BS5400. Meanwhile, a meticulous calculation method was put forward for the design and analysis of the main girder, to obtain the real load bearing conditions of the main girder and the bridge deck. The diaphragms were calculated by the spatial grillage analysis method, aimed at guaranteeing the load-bearing safety of the structure.
VL  - 4
IS  - 2
ER  -

Copy | Download