The Application Study of Non-Linear Dynamic Contact Model of Arch Dam with Contraction Joints

Yi Zhi Yan; Chang Xin Xiong; Wei Hong Li

doi:10.4028/www.scientific.net/AMM.477-478.845

Paper Titles

A Hydropower Station Energy Dissipation Shape Optimization Test
p.825

A Study of Suspended Sediment Transport Characteristics in the Offshore of Yangtze Estuary
p.829

The Evaluation Model of Fuzzy Analytic Hierarchy Process in Water Project of Xiasha District Based on Entroy Weight
p.836

Research on Automatic Safety Monitoring System for Artificial Islands
p.840

The Application Study of Non-Linear Dynamic Contact Model of Arch Dam with Contraction Joints
p.845

Two-Dimensional Shear Stress on Bonding Interface of FRP Plate Reinforced Hydraulic Concrete
p.850

Research on Relation among Inlet/Outlet Pressure, Pressure Loss and Inlet Velocity of a Complex Resistance Muffler
p.858

The Impacts of Water Transfer on Thermal Structure of Shallow Reservoir
p.864

The Application of Entropy Weight of Attribute Recognition Model in Reservoir Eutrophication Evaluation
p.870

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 477-478The Application Study of Non-Linear Dynamic...

The Application Study of Non-Linear Dynamic Contact Model of Arch Dam with Contraction Joints

Abstract:

Based on the theory of contact force, 3-D frictional contact non-linear dynamic contact model was put forward. It got across to search contact face, and ensure contact state. In succession, it asked for contact force under satisfying contact condition and dynamic balance condition. With the earthquake loading, the model simulates opening, closing and sliding of arch dam with contraction joints.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 477-478)

Pages:

845-849

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.477-478.845

Citation:

Cite this paper

Online since:

December 2013

Authors:

Yi Zhi Yan, Chang Xin Xiong*, Wei Hong Li

Keywords:

Arch Dam, Contraction Joints, Dynamic Contact Model, Nonlinear

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] ZHANG Hanyun, ZHANG Liaojun, JI Yongxin. Numerical Simulation of Initial Opening of Longitudinal Joints with Shear Keys and Effects on Seismic Resistance of a Gravity Dam [J]. DISASTER ADVANCES, 2013, 06: 183-197.

Google Scholar

[2] ZHANG Hanyun; ZHANG Liaojun. Aseismic Ability of high arch dam with contraction joints predicted by a fictitious crack model [J]. Journal of Hydroelectric Engineering, 2011, 06: 64 –67.

Google Scholar

[3] YANG Huashu, WEI Hai, YAN Yizhi, HU Yingting, WANG Hao, WANG Yi. Demolishment in Laterite Embankment by Calcium Hydroxide [J]. PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, 2012, Vol 204-208, 376-381.

DOI: 10.4028/www.scientific.net/amm.204-208.376

Google Scholar

[4] YANG Huashu , WEI Hai, YANG Yulu, LI Jinyu, YIN Xiaolin. Experimental Study on Laterite Eroded by Alkaline Materials [J]. ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, 2012, Vol 368-373: 2781-2786.

DOI: 10.4028/www.scientific.net/amr.368-373.2781

Google Scholar

[5] SONG Zhanping, LI Ning , CHEN Feixiong , CHEN Houqun. Nonlinear seismic analysis of high arch dam foundation system with contraction joints [J]. Journal of Hydraulic Engineering, 2004, 6: 33-40.

Google Scholar

[6] WANG Mingming, XU Qiang, CHEN Jianyun, LV Shaolan. Dynamic Model Rupture tests of Concrete Dams on Shaking Table [J], TRENDS IN CIVIL ENGINEERING, 2012, VOL 446-449, 2650-2655.

DOI: 10.4028/www.scientific.net/amr.446-449.2650

Google Scholar

[7] PERIC D, OWEN D R J. Computational model for 3D contact problems with friction based on the penalty method [J]. International Journal for Numerical Methods in Engineering, 1992, 35: 1289–1309.

DOI: 10.1002/nme.1620350609

Google Scholar

[8] HAUG D, SAXCE G. Frictionless contact of elastic bodies by finite element method and mathematical programming technique [J]. Computers Structures, 1980, 11: 55–67.

DOI: 10.1016/0045-7949(80)90146-7

Google Scholar

[9] ZHAO Lan-hao, LI Tongchun, NIU Zhiwei. The dynamic contact model of nonlinear seismic response of high arch dams with contraction joints [J]. Journal of Hydraulic Engineering, 2007, 26(4): 91-95.

Google Scholar

[10] Katona M G, Zienkiewicz. A unified set of single step algorithms, Part 3: the beta method, a generalization of the Newmark scheme[J]. International Journal for Numerical Methods in Engineering , 1985, 21: 1345～1359.

DOI: 10.1002/nme.1620210713

Google Scholar