The Dynamic Response and Failure of Three-Span Continuous Pipe-Beam

Guo Yun Lu; Jianping Lei; Shan Yuan Zhang

doi:10.4028/www.scientific.net/KEM.274-276.147

Paper Titles

Damage Degradation of Concrete due to Compressive Fatigue Loading
p.123

Evaluation of Excess Pore Pressure in Strain-Softening Soils Induced by Cavity Expansion
p.129

The Ductile versus Brittle Fracture Behavior Assessed by the Competition between Dislocation Emission and Cleavage at Blunt Crack Tip
p.135

Experimental Investigation on Fracture Criterion of Three-Dimensional Mixed Mode Interface Crack for Rock/Concrete
p.141

The Dynamic Response and Failure of Three-Span Continuous Pipe-Beam
p.147

Splitting Behaviour Analysis of Steel Cladding Systems
p.151

Mechanism of Crack Extension in Rock
p.157

Lateral Crushing of a Rubber Sandwiched Steel Tube
p.163

Frictionally Excited, Thermoelastic/Plastic Instabilities of Plates
p.169

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The Dynamic Response and Failure of Three-Span Continuous Pipe-Beam

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Key Engineering Materials (Volumes 274-276)

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147-150

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https://doi.org/10.4028/www.scientific.net/KEM.274-276.147

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Online since:

October 2004

Authors:

Guo Yun Lu, Jianping Lei, Shan Yuan Zhang

Keywords:

Beam-on-Foundation, Impact, Perforation, Pipe, Water-Filled

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