Abstract—This paper deals with a shotcrete lining with steel
sets. The nonlinear analyses of a reinforced shotcrete lining are
performed by using fiber beam-column element, which is a
forced based element on the Euler-Bernoulli beam theory. The
constitutive model is developed to describe the tensile behavior
of shotcrete material reinforced with steel fibre. The finite
element models of shotcrete lining with steel fibre and H-section
reinforcements are created. The numerical results are
compared with results of 3 point flexural tests. The proposed
approach shows that it can estimate the shotcrete lining with
steel fibre and reinforcements approximately. It is expected to
be more improved if a refined tension constitutive model is
used.
Index Terms—This paper deals with a shotcrete lining with steel
sets. The nonlinear analyses of a reinforced shotcrete lining are
performed by using fiber beam-column element, which is a
forced based element on the Euler-Bernoulli beam theory. The
constitutive model is developed to describe the tensile behavior
of shotcrete material reinforced with steel fibre. The finite
element models of shotcrete lining with steel fibre and H-section
reinforcements are created. The numerical results are
compared with results of 3 point flexural tests. The proposed
approach shows that it can estimate the shotcrete lining with
steel fibre and reinforcements approximately. It is expected to
be more improved if a refined tension constitutive model is
used.
The authors are with Yonsei University, Seoul, 120749, South Korea,
(e-mail: coffee1210@yonsei.ac.kr, applymkk@yonsei.ac.kr,
hankyu@hanyang.ac.kr).
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Cite:Jeong Soo Kim, Moon Kyum Kim, and Han Kyu Yoo, "Nonlinear Finite Element Analysis of Shotcrete Lining
Reinforced with Steel Fibre and Steel Sets," International Journal of Engineering and Technology vol. 5, no. 6, pp. 666-670, 2013.