Chapter
Jul 18, 2014
Performance and Analytic Modeling of Tunnel Lining Segment under Cyclic Loading
Publication: Characterization, Modeling, and Evaluation of Geotechnical Engineering Systems
Abstract
The present work is an attempt to better understand the flexural behavior of an instrumented reinforced concrete beam with the cyclic four-point load test. Here, an analytic model that computes the load-moment and load-deformation relationships by taking into account the nonlinearity of section caused by stiffness reduction due to tensile cracking and the validity of moment of inertia is developed. Validity of this model is verified by the excellent agreement between the analytic modeling results and the theoretical solution. The experimental results are compared with the modeling result for assessing applicability of the optic fiber sensor in the beam specimen. After that, a curved beam member representing a smart tunnel lining segment (STLS) is loaded using the same manner. The comparison on flexural behavior shows that the proposed analytic model can provide the best prediction.
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© 2014 American Society of Civil Engineers.
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Published online: Jul 18, 2014
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Professor, Department of Civil Engineering, National Taipei University of Technology, No. 1, Sec. 3, Chung-Hsiao E. Road, Taipei 10608, Taiwan.E-mail: [email protected]
Former Research Associate, College of Engineering, National Taipei University of Technology, No. 1, Sec. 3, Chung-Hsiao E. Road, Taipei 10608, Taiwan.E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.