STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD

Zhang Wenxue; Ma Junhai; Chen Wei

doi:10.13204/j.gyjz200706013

Volume 37 Issue 6

Dec. 2014

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Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Citation:

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

Citation:

Zhang Wenxue, Ma Junhai, Chen Wei. STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 51-53. doi: 10.13204/j.gyjz200706013

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STM DESIGN THEORY FOR CONCRETE STRUCTURE DISTURBED FIELD

doi: 10.13204/j.gyjz200706013

1.
1 Department of Bridge Engineering,Tongji University Shanghai 200092;
2.
2 School of Civil Engineering,Shijiazhuang Railway Institute Shijiazhuang 050043

Received Date: 2005-11-03
Publish Date: 2007-06-20

Abstract

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.
- strut-and-tie model,
- disturbed field,
- bernoulli field,
- node,
- minimum strain energy

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References(8)

References

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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

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[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

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