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并筋梁受力性能的试验研究
引用本文:隋杰英,李家康,巩翠珍.并筋梁受力性能的试验研究[J].青岛理工大学学报,1999(1).
作者姓名:隋杰英  李家康  巩翠珍
作者单位:青岛建筑工程学院建筑工程系,青岛建设集团第三项目公司
摘    要:并筋梁钢筋的粘结性能与普通梁不同,致使其受力性能发生变化,本研究进行了27根梁的试验,研究了并筋梁的承载力、变形及裂缝等的变化规律

关 键 词:并筋,变形,裂缝,承载力

The Experimental Study of Bearing Capacity for Abreast arranging Deformed Bars in R.C. Beams
Sui Jieying,Li Jiakang.The Experimental Study of Bearing Capacity for Abreast arranging Deformed Bars in R.C. Beams[J].Journal of Qingdao Technological University,1999(1).
Authors:Sui Jieying  Li Jiakang
Abstract:The loading characteristic of beams varies with the differences of bond behavior between abreast arranging bars and common bars. Based on the test of 27 beams, this paper studies the change regularity of load bearing capacity, deformation and crack of beams of abreast arranging deformed bars.
Keywords:abreast  arranging bar  deformation  crack  load  bearing capacity
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