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Non-linear rheological model of straw bales behavior under compressive loads
Institution:1. Department of Civil, Chemical, Environmental and Materials Engineering (DICAM), Alma Mater Studiorum, Università di Bologna, Viale Risorgimento 2, 40136 Bologna, Italy;2. Department of Agricultural and Food Sciences (DISTAL), Alma Mater Studiorum, Università di Bologna, Viale Fanin 50, 40127 Bologna, Italy;1. Université Clermont Auvergne, CNRS, SIGMA Clermont (ex- French Institute of Advanced Mechanics - IFMA), Institut Pascal, F-63000 Clermont-Ferrand, France;2. Department of Theoretical and Applied Mechanics, Dniepropetrovsk National University, Gagarin Av., 72, Dniepropetrovsk 49010, Ukraine;1. Department DISTART, University of Bologna, Viale Risorgimento 2, Bologna 40136, Italy;2. Structural Mechanics Department, University of Granada, E.T.S.I. Caminos, Granada 18072, Spain;3. Department of Civil Engineering, Santa Clara University, 500 El Camino Real, Santa Clara, CA 95050, USA;1. State Key Laboratory of Green Building in Western China, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, PR China;2. School of Architecture, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, PR China
Abstract:
Keywords:Straw bales  Model  Biconical springs
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