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体外预应力梁和体外索共同工作规律的研究
引用本文:宋志刚,唐益群,邓波,金凌志.体外预应力梁和体外索共同工作规律的研究[J].铁道学报,2010,32(1).
作者姓名:宋志刚  唐益群  邓波  金凌志
作者单位:1. 同济大学,地下建筑与工程系,上海,200092;同济大学,岩土及地下工程教育部重点试验室,上海,200092
2. 桂林理工大学,土木工程系,广西,桂林,541004
基金项目:广西自治区科学基金,国家自然科学基金 
摘    要:体外预应力梁在承受荷载时,体外预应力仅通过转向块和锚固点作用在梁体上,由于体外索和混凝土梁变形不一致,存在着应力滞后现象,导致体外索和钢筋混凝土梁之间协调工作能力的大小不等.本文结合广西科学基金项目"体外预应力加固梁的试验",通过分析转向块的设置、体外索的形状、荷载类型、有效张拉预应力、体内非预应力钢筋的配筋率、偏心距、应力增量和混凝土度第几种影响因素,发现体外索和钢筋混凝土梁两者共同工作的规律:梁的刚度是决定体外索和钢筋混凝土梁两者共同工作的主要因素.本文结论对体外预应力基础理论发展有一定的借鉴意义.

关 键 词:体外预应力  共同工作规律  体外索  钢筋混凝土梁

Study on Rule of Co-acting between Externally Prestressed Concrete Beam and External Tendons
SONG Zhi-gang,TANG Yi-qun,DENG Bo,JIN Ling-zhi.Study on Rule of Co-acting between Externally Prestressed Concrete Beam and External Tendons[J].Journal of the China railway Society,2010,32(1).
Authors:SONG Zhi-gang  TANG Yi-qun  DENG Bo  JIN Ling-zhi
Affiliation:SONG Zhi-gang 1,2,TANG Yi-qun 1,DENG Bo3,JIN Ling-zhi3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China,2.Key Laboratory of Geotechnical , Underground Engineering of Ministry of Education,3.Department of Civil Engineering,Guilin University of Technology,Guilin 541004,China)
Abstract:When the externally prestressed beam is loaded,the external prestressing force acts on the beam through the deviator and anchored points.There exists the stress lag phenomenon caused by inconsistent deformation of the external tendons and beam,and this results in the unequal co-acting ability between the external tendons and beam.In combination with the Guangxi Natural Science Fund project Experiment of strengthening beams with external prestressed tendons,influencing factors such as the setting of the devi...
Keywords:external prestressing force  rule of co-acting  external tendon  reinforced concrete beam
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