Finite Element Analysis of Steel-Shotcrete Composite Using the Fiber Beam-Column Element

Jeong Soo Kim; Moon Kyum Kim

doi:10.4028/www.scientific.net/AMM.275-277.1359

Paper Titles

Q3 Loess-Like Silt Bearing Capacity of Foundation Partition Statistical Analysis in the Shanxi Yuncheng
p.1335

Study of Frost Resistance of 50 Years Concrete Exposed to Saline Areas
p.1341

Theoretic Analysis for Composite Elastic Modulus of Concrete-Filled Rectangular Steel Tube Member
p.1347

Numerical Analysis of Composite Soil Nailing Retaining Wall under Earthquake
p.1353

Finite Element Analysis of Steel-Shotcrete Composite Using the Fiber Beam-Column Element
p.1359

A Developed Strength Model for FRP Confined Circular Concrete Columns Based on a Most Updated and Comprehensive Test Database
p.1364

The Effects of the Rubber Bearing on the Seismic Performance of the Aqueduct-Water Coupling Structure
p.1370

Turnover Experimental Research on Anti-Slipping Performance of Steel Pipe Joints with Swivel Coupler
p.1374

Spillway Design for Zuocun Reservoir Danger Control and Reinforcement Project
p.1378

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Finite Element Analysis of Steel-Shotcrete...

Finite Element Analysis of Steel-Shotcrete Composite Using the Fiber Beam-Column Element

Abstract:

Owing to strong nonlinearity of shotcrete and difficulty of determining the equivalent material properties of steel-shotcrete composites for numerical analysis, methods are required to estimate nonlinear behavior of steel-shotcrete composite in the computational aspect efficiently. In this study, the behavior of steel-shotcrete composites, main primary supports in the NATM tunnel, are estimated by finite element method using the fiber beam-column element. The numerical results are compared with results of uniaxial and flexural test. Results of comparison show that finite element analysis of using fiber beam-column element can be an efficient tool of estimating the steel-shotcrete composite as the primary support in the NATM tunnel.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1359-1363

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1359

Citation:

Cite this paper

Online since:

January 2013

Authors:

Jeong Soo Kim, Moon Kyum Kim

Keywords:

Composite, Fiber Beam-Column Element, NATM Tunnel, Primary Support, Shotcrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Tomas Franzen, K.F. Garshol, N. Tomisawa, Sprayed Concrete for Final Linings: ITA working group report, Tunnelling and Underground Space Technology, Vol. 16(2001), pp.295-309.

DOI: 10.1016/s0886-7798(01)00052-9

Google Scholar

[2] Fabio F. Taucer, Enrico Spacone, Filip. C. Filippou, A Fiber Beam-Column Element for Seismic Response Analysis for Reinforced Concrete Structure, Earthquake Engineering Research Center College of Engineering University of California, Berkeley (1991).

Google Scholar

[3] O.C. Zienkiewicz, R.L. Taylor, The Finite Element Method for Solid and Structural Mechanics 6th edition, Elsevier (2005), pp.46-59.

Google Scholar