部分预应力混凝土梁塑性铰区长度的研究
Research on the Length of Plastic Hinge of Partially Prestressed Beams
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摘要: 为了研究部分预应力混凝土梁塑性铰区长度,进行了简支梁和连续梁模型试验。试验结果表明,部分预 应力比率RPPC愈大,跨中处和中间支座处的塑性铰出现愈晚,净配筋指标对M-φ曲线的形状有很大的影响。给 出了适用于变截面和不同配筋情况的PPC连续梁铰区长度计算公式,计算验证表明本计算公式简易可行。Abstract: In order to study the length of the plastic zone in a PPC beam, a series of simply supported beam and continuous beam models were tested. The test results showed that the occurrence of the plastic hinge is postponed by the increase inRPPCat the middle span and between the intermediate supports, and that the reinforcement ratio had significant influence on the shape of M-φcurve. A formula proposed to calculate the length of the plastic hinge zone in PPC continuous beams with varied sections and differentRPPC. The simplicity and practicability of the formula was validated with the test results.
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Key words:
- prestressed concrete beams /
- plastic hinges /
- ductility /
- length
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