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Structural Engineering and Mechanics Volume 19, Number 2, January30 2005 , pages 173-184 DOI: https://doi.org/10.12989/sem.2005.19.2.173 |
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Numerical study of stress states near construction joint in two-plate-girder bridge with cast-in-place PC slab |
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Eiki Yamaguchi, Naoki Hirayama, Takemi Kubo and Yoshinobu Kubo
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| Abstract | ||
| For reducing construction cost, two-plate-girder bridges are getting popular in Japan. This type of bridge employs a PC slab, which is often cast-in-place. In such a case, concrete is not usually cast over the whole slab at one time: some portions are constructed earlier than the rest. Therefore, a construction joint is inevitably created. Due to the drying shrinkage of concrete, tension stress may occur in concrete slab. High tensile stress can be expected near the construction joint where concretes with different ages meet. Moreover, prestressing is not applied over the whole length of slab at one time. This may also serve as a source of tensile stress in the slab. Thus there is a chance that cast-in-place PC slab, especially near the construction joint, may be subjected to tensile cracking. In the present study, stress states near the construction joint in the cast-in-place PC slab of a two-plate-girder bridge are investigated numerically. The finite element method is employed and the three-dimensional analysis is conducted to see the influence of dry shrinkage and prestressing. The stress states in the PC slab thus obtained are discussed. The simplified model of a plate girder for this class of analysis is also proposed. | ||
| Key Words | ||
| two-plate-girder bridge; cast-in-place PC slab; stress state; construction joint; finite element analysis. | ||
| Address | ||
| Eiki Yamaguchi Department of Civil Engineering, Kyushu Institute of Technology, Tobata, Kitakyushu 804-8550, Japan Fumio Fukushi Japan Steel Tower Co. Ltd., Kitahama, Wakamatsu, Kitakyushu 808-0023, Japan Naoki Hirayama Department of Civil Engineering, Kyushu Institute of Technology, Tobata, Kitakyushu 804-8550, Japan Takemi Kubo Japan Steel Tower Co. Ltd., Kitahama, Wakamatsu, Kitakyushu 808-0023, Japan Yoshinobu Kubo Department of Civil Engineering, Kyushu Institute of Technology, Tobata, Kitakyushu 804-8550, Japan | ||