Virtual Power for Solving the Displacement of the Curved Bar

Yan Fang Tang; Yong Sheng Zhang

doi:10.4028/www.scientific.net/AMM.204-208.817

Paper Titles

An Analytical Study on Evaluation of Lap Splice Length of GFRP Rebar According to Reinforcement Ratio
p.799

Direct Shear Responses of Insulated Concrete Sandwich Panels with GFRP Shear Connectors
p.803

Characteristics of Wind Loads on Long-Span Roof
p.807

Research on Skeleton Curve of CFST Frame Structure
p.813

Virtual Power for Solving the Displacement of the Curved Bar
p.817

Space Simulation for Pier-On Mass of Pre-Stressing Box Girder at Earlier Hydration Age
p.821

Application of Structural Loess Binary-Medium Mode in Localization Shear Band
p.825

Discuss on Precast Concrete Tube Column
p.833

A New Foundation Countermeasure in West Antarctica Peninsula Area
p.838

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Virtual Power for Solving the Displacement of the...

Virtual Power for Solving the Displacement of the Curved Bar

Abstract:

In this paper, the principle of virtual work to solve the structural displacement, summed up the different types of arc curved bar under different load displacement, which lay the foundation for displacement of the curved bar after the project encountered solving .

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

817-820

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.817

Citation:

Cite this paper

Online since:

October 2012

Authors:

Yan Fang Tang, Yong Sheng Zhang

Keywords:

Curved Bar, Displacement, Principle of Virtual Power, Virtual Work Principle

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yuqiu Long , Shihua Bao. Structural mechanics tutorial I[M]. Beijing: Higher Education Press, 2000.

Google Scholar

[2] Yongsheng Zhang. Structural mechanics [M]. Beijing: China Electric Power Press, 2006.

Google Scholar

[3] Daihui Zhong, Xibai Shi, Lihua Lv. .Amelioration of plane curved bar boundary value method [J]. Report of Shandong Institute of Architectural Engineering, 2001,16 (3) :13-18.9.

Google Scholar