Experimental Study on Relationship between Half-Cell Potentials and Load Carrying Capacity of Corroded Reinforced Concrete Shear Walls
p.927
p.927
Introduction for Flexible Overall Hoisting Method for Extra Large Solder Ball Grid Roof
p.933
p.933
Relationship between Half-Cell Potentials and Load Carrying Capacity of Corroded Reinforced Concrete Beam-Column Joints
p.939
p.939
Stability Analysis of a New Frame Formwork Support
p.945
p.945
Numerical Analysis of Continuous Beam of Reinforced Concrete under Fire
p.950
p.950
Structure Seismic Response Analysis under Pile-Soil-Structure Interaction
p.954
p.954
The Failure Process Analysis of Reinforced Concrete Beams with Different Steel Reinforcement Ratio
p.960
p.960
Study on Failure Trend of Double Column Deflection Machine Structure on Basis of Static Strength Analysis
p.964
p.964
Numerical Analysis on a New Type Cross-Shaped Frame Joint of Steel Reinforced Concrete Special-Shaped Column
p.969
p.969
Numerical Analysis of Continuous Beam of Reinforced Concrete under Fire
Abstract:
The continuous beam of reinforced concrete under fire is analyzed by using nonlinear finite element method. The stress and deformation of the three-span continuous beam of reinforced concrete are figured out through five typical analysis. The result shows that the temperature loading has a most disadvantage position similar to the structural loading.
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Periodical:
Applied Mechanics and Materials (Volumes 351-352)
Pages:
950-953
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Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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