STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD
-
摘要: 针对我国目前因在设计混凝土结构D区时尚无完善的理论依据,进而造成了很多混凝土D区开裂等工程问题,引入拉-压杆理论进行混凝土D区的配筋设计,提出拉-压杆模型的选取原则,并以一深梁为例按照拉-压杆理论进行了设计,总结出拉-压杆理论的设计步骤,可为类似工程提供参考。Abstract: For there is no perfect design theory for concrete structure disturbed field to apply,a lot of concrete disturbed field crack accidents were produced.So STM (strut-and-tie method) is proposed to be used for the design of concrete disturbed field.The selecting principle of STM is proposed.A deep beam was designed based on STM and designing steps were summarized.It can be referenced for similar projects.
-
Key words:
- strut-and-tie model /
- disturbed field /
- bernoulli field /
- node /
- minimum strain energy
-
[2] 叶林,黄侨,王复溪.预应力箱梁锚下混凝土局压抗裂性能试验研究.哈尔滨建筑工程学院学报,1994,2(4):49-54 中交公路规划设计院.公路钢筋混凝土及预应力混凝土桥涵设计规范.北京:人民交通出版社,2004:24-32 [3] Schlaich J,Schafer K,Jennewein M.Toward a Consistent Design of Structural Concrete.PCI Journal,1987,32(3):74-150 [4] Kurt Schafer.Strut-and-tie Models for the Design of Structural Concrete.University of Stuttgart,1996:1-7 [5] Mohamed A Ali.Automatic Generation of Truss Models for the Optimal Design of Reinforced Concrete Structures.The Graduate School of Cornell University.1997(8):1-3 [6] Marco Rigotti.Diagonal Cracking in Reinforced Concrete Deep Beams-An Experimental Investigation.The Department of Building,Civil and Enviromental Engineering of Concordia University.2002:2-9 [7] ASCE-ACI Committee 445 on Shear and Torsion,Recent Approaches to Shear Design of Structural Concrete,Journal of Structural Engineering,ASCE,1998,124(12):1 375-1 417 [8] AASHTO.AASHTO LRFD Bridge Design Specifications SI Units Fisrt Edition.The American Association of State Highway and Transportation Officials,Washington,D.C.,2004:270-280
点击查看大图
计量
- 文章访问数: 85
- HTML全文浏览量: 14
- PDF下载量: 1051
- 被引次数: 0