Experimental study on impact behaviors of a new kind of pavement material for concrete bridge deck

LIU Yi-ping; HUANG Xiao-qing; TANG Li-qun; LUO Li-feng

doi:10.11883/1001-1455(2007)03-0217-06

Volume 27 Issue 3

Oct. 2014

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LIU Yi-ping, HUANG Xiao-qing, TANG Li-qun, LUO Li-feng. Experimental study on impact behaviors of a new kind of pavement material for concrete bridge deck[J]. Explosion And Shock Waves, 2007, 27(3): 217-222. doi: 10.11883/1001-1455(2007)03-0217-06

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Experimental study on impact behaviors of a new kind of pavement material for concrete bridge deck

doi: 10.11883/1001-1455(2007)03-0217-06

1.
College of Traffic and Communications, South China University of Technology, Guangzhou 510641, Guangdong, China;
2.
Guangdong Province Highway Administration Bureau, Guangzhou 510075, Guangdong, China

Publish Date: 2007-05-25

Abstract

Abstract

Impact tests of a new kind of pavement material for concrete bridge deck, steel fiber reinforced and polymer modified concrete (SFRPMC), were carried out by using a large cross-section SHPB system. The impact behaviors of the new material were compared with those of plain concrete and steel fiber reinforced concrete under the same basic mixture ratio. After tests, the destructive behaviors of the three materials were observed and their stress and strain relations at different strain rates were measured. The sensitivities of strain rate of three materials were compared. The mechanism of influences of steel fiber and polymer additions on the dynamic mechanical behavior of concrete was analyzed. Results show that SFRPMC has good impact properties, and it is one of the ideal pavement materials.
- solid mechanics,
- dynamic mechanical behavior,
- Hopkinson pressure bar,
- steel fiber reinforced and polymer modified concrete

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