Collapse Simulation of Bricklaying Arch Based on 3D Distinct Element

Yi Hong Ou; Hai Bing Qian; Ying Wu; Dong Wang; Yang Du; Xing Sheng Jiang

doi:10.4028/www.scientific.net/AMM.385-386.437

Paper Titles

The Study of Water Resources Optimal Allocation of South-North Project Receiving Area
p.420

Water Exchange in North Harbor of Lingang Economic Area, Tianjin
p.424

Transferring Simulation of Pollutants in YinLuan River Open Channel under Traffic Accidents
p.429

Numerical Simulation of Pressure Loading Effects on Occurrence of Rock Lateral Cracks under Confining Pressure
p.433

Collapse Simulation of Bricklaying Arch Based on 3D Distinct Element
p.437

Flaws Simulation of Cave Depot in the Process of Explosion
p.441

The Genesis of Layer-Bound Polygonal Faults in the Sanzhao Sag of Songliao Basin
p.445

Influence of Porous Structure Properties on Anti-Drillability Characteristics of Rock
p.449

The Design of a Portable Instrument for Straightness Measurement of Large Machine Tool
p.455

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 385-386Collapse Simulation of Bricklaying Arch Based on...

Collapse Simulation of Bricklaying Arch Based on 3D Distinct Element

Abstract:

In order to numerical simulate the transition process from continua to discontinua and even to structural collapse,the collapse of bricklaying arch built by two-layer stone material is analyzed based on the deformable distinct element method (DEM).The simulation results are consistent with that of experiment. The research results shows that not only the load-displacement response of the arch under uniform fracture energy can be appropriately predicted through the method, but also the collapse behavior when the system partially or completely reaches failure can also be simulated

You might also be interested in these eBooks

Applied Scientific Research and Engineering Developments for Industry

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 385-386)

Pages:

437-440

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.385-386.437

Citation:

Cite this paper

Online since:

August 2013

Authors:

Yi Hong Ou, Hai Bing Qian, Ying Wu, Dong Wang, Yang Du, Xing Sheng Jiang

Keywords:

Bricklaying Arch, Deformable Distinct Element, Numerical Simulation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Liu Da-ren, Hou Xiang-lin, Gao Yue-yang, Numerical Analysis and Imitation of Response on Construction Flaws Damage of Simply Supported Beam, Journal of Shenyang Architectural and Civil Engineering Institute 2006. 3, pp.188-189.

Google Scholar

[2] Leekyleejd, Liebowitzh, Finite Element Analysis of the Slow Crack Growth Process in Aixed Mode Fracture, Enging Fracture Mech, 1997, 56(4), pp.551-577.

DOI: 10.1016/s0013-7944(96)00006-9

Google Scholar

[3] Zhao Xin-an, Numerical Simulation for Fracture Process of Concrete Wedge-Splitting Specimen, Journal of Shijiazhuang Railway Institute. 2003. 3, pp.12-14.

Google Scholar