Buckling Analysis of Steel Cylinder in Super Long Bored Piles Construction
p.1133
p.1133
Selection of Anticorrosion Adhesive Layer for Steel Deck
p.1137
p.1137
A Study on Integrated Condition Assessment System for Bridge
p.1144
p.1144
Analysis to Evolution of Numerical Simulation to the Whole Process of Destroy for Main Arch of Stone Arch Bridge
p.1150
p.1150
The Crack Limit Analysis Based on the Fracture Mechanics of the Main Arch of the Stone Arch Bridge
p.1155
p.1155
The Technology of Determining Durability Index in Integrated Condition Assessment for In-Service Bridges
p.1160
p.1160
Theoretical Model and Mechanical Performance of Semi-Integral Abutment Jointless Bridge
p.1166
p.1166
The Technology of Determining Strengthening Economic Index in Integrated Condition Assessment for In-Service Bridges
p.1170
p.1170
A New Steel Beam Configuration Method of Long-Term Deflection Control of Long-Span PC Beam Bridge
p.1176
p.1176
The Crack Limit Analysis Based on the Fracture Mechanics of the Main Arch of the Stone Arch Bridge
Abstract:
This paper is based on fracture mechanics to calculate the arch bridge crack spacing circle and the stress intensity factor. Then the relation between the cracks spacing limit problem is calculated. And stress intensity factor relations under the same crack length and the same pull force is discussed. Finally the analysis shows that the height of the fracture cracks into the crack width as the impact factor is feasible.
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Periodical:
Applied Mechanics and Materials (Volumes 361-363)
Pages:
1155-1159
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Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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