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author:

Chen, Bao-chun (Chen, Bao-chun.) [1] (Scholars:陈宝春) | Savor, Zlatko (Savor, Zlatko.) [2] | Su, Jiazhan (Su, Jiazhan.) [3] (Scholars:苏家战) | Huang, Qingwei (Huang, Qingwei.) [4] (Scholars:黄卿维)

Indexed by:

CPCI-S

Abstract:

Concrete, as a material strong in compression while weak in tension, is ideal for use in arch bridges because they are predominantly under compression. Concrete arch bridges are expected to be continuously built in the future for economy, aesthetics and structural behavior, such as high stiffness required for high speed railways. The material performance (mainly the strength) of concrete used in arch bridges increases continually. The last ultra-high performance concrete (UHPC) has been used in around 70 bridge load-bearing members. It is a trend to use UHPC in arch bridges in the future. In this paper, design and construction of three UHPC arch bridges are highlighted. The experimental research on UHPC arches and the trial design of UHPC arch bridges are also presented.

Keyword:

Community:

  • [ 1 ] [Chen, Bao-chun]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
  • [ 2 ] [Su, Jiazhan]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
  • [ 3 ] [Huang, Qingwei]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
  • [ 4 ] [Savor, Zlatko]Univ Zagreb, Fac Civil Engn, Zagreb, Croatia

Reprint 's Address:

  • 陈宝春

    [Chen, Bao-chun]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China

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Source :

1ST INTERNATIONAL CONFERENCE ON UHPC MATERIALS AND STRUCTURES

ISSN: 1461-1147

Year: 2016

Volume: 105

Page: 617-621

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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