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受纯扭钢筋混凝土组合截面梁的试验研究
引用本文:洪敦枢.受纯扭钢筋混凝土组合截面梁的试验研究[J].福州大学学报(自然科学版),1985(2):98-115.
作者姓名:洪敦枢
作者单位:福州大学土建系
摘    要:本文根据47根受纯扭T形、L形和I形梁的试验结果,分析研究了钢筋混凝土组合截面梁,特 别是T形梁的破坏形态、抗裂性、强度和刚度等性能,提出了钢筋混凝土组合截面梁的刚度、开 裂扭矩和极限扭矩的计算式.验算了国内外54根钢筋混凝土T、L和I形梁,计算结果与实测值吻 合程度较好.

关 键 词:REINFORCED  CONCRETE  BEAM  COMPOUND  SECT-  ION  TORSION  CRACK  STIFFNESS  STRENGTH

RESEARCH IN THE REINFORCED CONCRETE BEAMS WITH COMPOUND SECTIONS UNDER PURE TORSION
Hong Dunshu.RESEARCH IN THE REINFORCED CONCRETE BEAMS WITH COMPOUND SECTIONS UNDER PURE TORSION[J].Journal of Fuzhou University(Natural Science Edition),1985(2):98-115.
Authors:Hong Dunshu
Institution:Department of Civil and Architectural Eng.
Abstract:In this paper, basing on the testing results of 47 T-, L-, and I-shape beams, the auther analyzes and studies the behaviours of failure scheme, crack, strength, and stiffness of reinforced concrete beams with compound section s under pure torsion. Consequently, the formulas for calculating stiff- ness, cracking torque and ultimate torque of such beams are proposed. After making checking calculations with the formulas, of the 54 T-, L-, and I-sec- tion beams that were previously tested by some people at home and abroad, the results thus obtained agree quite well with our experimental ones.
Keywords:REINFORCED CONCRETE BEAM  COMPOUND SECT- ION  TORSION  CRACK  STIFFNESS  STRENGTH
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