BENDING TEST OF JOINT STRUCTURE OF PRECAST PC SLAB USING PERFOBOND STRIP AND ITS CORRESPONDING ELEMENT TEST
Author:
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejseee/76/5/76_II_17/_pdf
Reference3 articles.
1. 5) Vella, J. P., Vollum, R. L. and Kotecha, R. : Headed bar connections between precast concrete elements: Design recommendations and practical applications, Structures, Vol. 15, pp. 162-173, 2018.8.
2. 9) Olivito, R. S. and Zuccarello, F. A. : An experimental study on the tensile strength of steel fiber reinforced concrete, Composites Part B: Engineering, Vol. 41, pp. 246-255, 2010.4.
3. SHEAR RESISTING MECHANISM AND SHEAR RESISTANCE EVALUATION OF PERFOBOND STRIP WITHOUT PENETRATING REBAR
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1. An experiment-based nonlinear model of shear force-slip relationship for perfobond strips in an unreinforced narrow joint with high-strength steel fiber mortar;Case Studies in Construction Materials;2023-07
2. Experimental investigation on flexural behavior of a precast slab joint with perfobond strips and steel fiber-reinforced mortars;Structures;2022-05
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