CALCULATING OF TEMPERATURE AND SHRINKAGE REINFORCEMENTS OF OVERLONG REINFORCED CONCRETE BEAM-SLAB STRUCTURES

Li Fumin; Meng Shaoping

doi:10.13204/j.gyjz200507011

Volume 35 Issue 7

Dec. 2014

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Li Fumin, Meng Shaoping. CALCULATING OF TEMPERATURE AND SHRINKAGE REINFORCEMENTS OF OVERLONG REINFORCED CONCRETE BEAM-SLAB STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 34-38. doi: 10.13204/j.gyjz200507011

Citation:

Li Fumin, Meng Shaoping. CALCULATING OF TEMPERATURE AND SHRINKAGE REINFORCEMENTS OF OVERLONG REINFORCED CONCRETE BEAM-SLAB STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 34-38. doi: 10.13204/j.gyjz200507011

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CALCULATING OF TEMPERATURE AND SHRINKAGE REINFORCEMENTS OF OVERLONG REINFORCED CONCRETE BEAM-SLAB STRUCTURES

doi: 10.13204/j.gyjz200507011

Li Fumin¹,
Meng Shaoping²

1.
1. College of Architecture and Civil Engineering,China University of Mining and Technology Xuzhou 221008;
2.
2. College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2004-12-10
Publish Date: 2005-07-20

Abstract

Abstract

For reinforced concrete beam- slab structures, the approximate formulas of temperature and shrinkage internal forces are introduced, and the formulas of critical internal forces of temperature and shrinkage, by which the overlong structural members can be judged, are deduced on the basis of the Code formula of cracking width. And for the overlong structures, the formulas of temperature and shrinkage reinforcements and some reinforcing measures are presented. All of these can be used as one of the effected ways and calculating basis for cracking resistance design of reinforced concrete beam-slab structures.
- overlong,
- crack,
- critical internal force,
- temperature and shrinkage reinforcements