Rheological Analysis of Oceanic Concrete Structure

Rui Gao; Ling Qiang Yang

doi:10.4028/www.scientific.net/AMR.702.15

Paper Titles

Preface and Organizing Committee

Stability Analysis of Arch Dam Abutment
p.3

Adaptive Arithmetic of Rock and Concrete’s Crack Propagation
p.7

Relibility Analysis of Hydrostructures Concrete Members
p.11

Rheological Analysis of Oceanic Concrete Structure
p.15

Creep of Dock Concrete In Situ Test
p.20

Rheological Property of Full-Mixed Concrete in Laboratory
p.23

Experiment Study on Stone Masonry Mechanical Properties
p.27

An Experimental Study on the Performance of Fixed-End Supported PFRP Channel Beams under Flexure
p.31

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 702Rheological Analysis of Oceanic Concrete Structure

Rheological Analysis of Oceanic Concrete Structure

Abstract:

Based on the normal H-K rheology model, a new rheological model containing fracture elements for concrete or rock cracked body is introduced. The method to ascertain rheology state is put forward. The new rheological model can change to Maxwell or Kelvin model to express the instantaneous failure, delayed failure state and the accelerating segment. The researching failure element method was used to study the crack propagation. Then the cracking elements were studied using rheology mechanics to solve the cracking time. At last a case study was given to validate the method is feasible.

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Periodical:

Advanced Materials Research (Volume 702)

Pages:

15-19

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.702.15

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Online since:

May 2013

Authors:

Rui Gao, Ling Qiang Yang

Keywords:

Concrete Structure, Crack Propagation, Rheological Mechanics

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References

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