Load Analysis of Transversely Prestressed Continuous Concrete Pavement with Oblique-Reinforced

Author:

Cai Hua1,Jiang Ke1,Miao Jian1,Liao Jian Gang2

Affiliation:

1. Shenyang Jianzhu University

2. CNPC Chuanqing Drilling Engineering Co., Ltd.(CCDC)

Abstract

Aiming at the problems of the concrete pavement transverse joint, and the characteristics of prestressed concrete pavement and continuously reinforced concrete pavement, a transversely prestressed continuous concrete pavement with oblique-reinforced is presented. ABAQUS software is adopted to establish respectively two three-dimensional finite element models of plain concrete pavement and transversely prestressed continuous concrete pavement with oblique-reinforced for calculating mechanical behavior under the standard load. The results show that, with a concrete pavement slab transversely prestressed, a finite prestressing force exist in longitudinal by bonding among oblique-reinforced and concrete, and there isn’t tensile stress under the load, so the possibility of slab breakage due to tensile stress is low. Due to its excellent performance, in addition its great load-carrying capacity and overall stability, the investigation is valuable for the research of seamlessly prestressed pavement.

Publisher

Trans Tech Publications, Ltd.

Reference9 articles.

1. Yigang Xu, Xingyu Gu. Discussion on finite element model of continuous reinforcement cement concrete pavement[J]. Communications standardization, 2007, (6): 102-103. (In Chinese).

2. Technical code for engineering of prestressed concrete pavement, GB 50422-2007 2007, 03, 26. 9. (In Chinese).

3. Hedong Niu, Wei Huang. Calculation for load stress of prestressed pavement[J]. Journal of southeast university, 1998, 5, (3): 32. (In Chinese).

4. Leonhardt F. Prestressed concrete design and construction[J]. Second edition. Berlin: Wilhelm Ernst & Sohn, 1964. 554~555.

5. Yihong Lou, Yuhong Zhang, Hong Yang. Load stress analysis of prestressed concrete pavement. Chinese Journal Of Rock Mechanics And Engineering, 2005, 4, 24, 8. (In Chinese).

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