Plants and Animals as Source of Inspiration for Energy Dissipation in Load Bearing Systems and Facades

From the manifold strategies that nature offers to materials under overload conditions, we describe two: the fibrous and multi-layered system of the bark of the Giant Sequoia, which possesses an impressive damping mechanism, and the spines of pencil and lance sea urchins. The latter introduce a new concept to energy dissipation in brittle construction materials, namely quasi-ductility by multiple local fracturing. The potential for transfer as bioinspired technical solutions is high as the biological role models combine several advantages such as lightweight, recyclability and high protective efficiency. We demonstrate that, in principle, the concepts found in the biological role models can be transferred to concrete-based building materials.

[1]  T. Ebert GROWTH AND REPAIR OF SPINES IN THE SEA URCHIN STRONGYLOCENTROTUS PURPURATUS (STIMPSON) , 1967 .

[2]  J. Weber,et al.  Unusual strength properties of echinoderm calcite related to structure. , 1969, Journal of ultrastructure research.

[3]  T. Ebert Growth, Regeneration, and Damage Repair of Spines of the Slate-Pencil Sea Urchin Heterocentrotus mammillatus (L.) (Echinodermata: Echinoidea ) , 1988 .

[4]  S. H. Perry,et al.  Compressive behaviour of concrete at high strain rates , 1991 .

[5]  J. Nebelsick Echinoid distribution by fragment identification in the Northern Bay of Safaga, Red Sea , 1992 .

[6]  A W Beeby,et al.  CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .

[7]  Yury N. Ermakov,et al.  Energy Dissipation in Composite Materials , 2018 .

[8]  J. Aizenberg,et al.  Control of Macromolecule Distribution within Synthetic and Biogenic Single Calcite Crystals , 1997 .

[9]  Chien-Chih Chen,et al.  Letters. Elasticity of single-crystal calcite and rhodochrosite by Brillouin spectroscopy , 2001 .

[10]  G. Wieczorek Catastrophic rockfalls and rockslides in the Sierra Nevada, USA , 2002 .

[11]  F. Donze,et al.  Discrete element modelling of concrete submitted to dynamic loading at high strain rates , 2004 .

[12]  Uta Magdans,et al.  Single crystal structure analysis of sea urchin spine calcites: Systematic investigations of the Ca/Mg distribution as a function of habitat of the sea urchin and the sample location in the spine , 2004 .

[13]  Luuk Dorren,et al.  Mechanical Resistance of Different Tree Species to Rockfall in the French Alps , 2005, Plant and Soil.

[14]  Y. Oaki,et al.  Nanoengineering in echinoderms: the emergence of morphology from nanobricks. , 2006, Small.

[15]  Richard L. Myers,et al.  The 100 Most Important Chemical Compounds , 2007 .

[16]  K. Vecchio,et al.  Conversion of sea urchin spines to Mg-substituted tricalcium phosphate for bone implants. , 2007, Acta biomaterialia.

[17]  C. Berthold,et al.  Sea urchin spines as a model-system for permeable, light-weight ceramics with graceful failure behavior. Part I. Mechanical behavior of sea urchin spines under compression , 2009 .

[18]  Thomas Speck,et al.  Insulation capability of the bark of trees with different fire adaptation , 2010 .

[19]  J. M. Astilleros,et al.  The role of magnesium in the growth of calcite: An AFM study , 2010 .

[20]  J. Grossmann Stereom differentiation in sea urchin spines under special consideration as a model for a new impact protective system , 2010 .

[21]  Vincent Labiouse,et al.  Summary on the NHESS Special Issue "Rockfall protection – from hazard identification to mitigation measures" , 2011 .

[22]  C. Berthold,et al.  Lessons from Nature for the Construction of Ceramic Cellular Materials for Superior Energy Absorption , 2011 .

[23]  Luuk Dorren,et al.  Rockfall characterisation and structural protection – a review , 2011 .

[24]  J. Grossmann,et al.  Comparative morphological and structural analysis of selected cidaroid and camarodont sea urchin spines , 2013, Zoomorphology.

[25]  Walter Haase,et al.  Tragverhalten biege‐ und querkraftbeanspruchter Bauteile aus funktional gradiertem Beton , 2013 .

[26]  Thomas Speck,et al.  Impact behaviour of freeze-dried and fresh pomelo (Citrus maxima) peel: influence of the hydration state , 2015, Royal Society Open Science.