Mechanical Properties and Seismic Performance of Wood-Concrete Composite Blocks for Building Construction

Recent catastrophes that occurred during seismic events suggest the importance of developing new seismic-resistant materials for use in building construction. Ordinary concrete is one of the most common materials in buildings. However, due to its low ductility and flexural strength, its seismic behavior can be improved upon by different additives. In this regard, wood-concrete composites exhibit desirable structural properties not achievable by either wood or concrete alone, making it an interesting material from a seismic point of view. This work analyzes and compares the performance of blocks built with ordinary concrete versus blocks built using different wood additives (sawdust and wood shavings). This includes the construction of concrete blocks in a lab, determination of their construction and seismic-resistant properties, as well as an analysis of their performance in buildings with a different number of storeys. The results show how blocks with wood aggregates comply with current regulations for structural materials in a seismic country like Chile, while also considerably outperforming traditional concrete blocks in the event of an earthquake.

[1]  Michael H. Scott,et al.  Software Patterns for Nonlinear Beam-Column Models , 2008 .

[2]  Rakesh Gupta,et al.  State of the Art: Seismic Behavior of Wood-Frame Residential Structures , 2014 .

[3]  S. Mindess,et al.  Properties of concrete reinforced with fibrillated polypropylene fibres under impact loading , 1988 .

[4]  Athol,et al.  ANALYTICAL MODELLING OF INFILLED FRAME STRUCTURES-A GENERAL REVIEW Francisco , 2009 .

[5]  P. Guéguen,et al.  A simplified approach for vulnerability assessment in moderate-to-low seismic hazard regions: application to Grenoble (France) , 2007 .

[6]  P. V. Khandve,et al.  AAC Block-A New Eco-friendly Material for Construction , 2015 .

[7]  Michael H. Scott,et al.  Plastic Hinge Integration Methods for Force-Based Beam¿Column Elements , 2006 .

[8]  Byung Hwan Oh,et al.  FLEXURAL ANALYSIS OF REINFORCED CONCRETE BEAMS CONTAINING STEEL FIBERS. DISCUSSION AND CLOSURE , 1992 .

[9]  Guoliang Bai,et al.  Study on thermal properties of recycled aggregate concrete and recycled concrete blocks , 2015 .

[10]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[11]  Jianhe Xie,et al.  Sulfate Resistance of Recycled Aggregate Concrete with GGBS and Fly Ash-Based Geopolymer , 2019, Materials.

[12]  Francisco J. Crisafulli,et al.  PROPOSED MACRO-MODEL FOR THE ANALYSIS OF INFILLED FRAME STRUCTURES , 2007 .

[13]  Jun Hee Kim,et al.  Fragility Assessment of Light-Frame Wood Construction Subjected to Wind and Earthquake Hazards , 2004 .

[14]  Alice Ergün Effects of the usage of diatomite and waste marble powder as partial replacement of cement on the mechanical properties of concrete , 2011 .

[15]  Jianwei Zhang,et al.  Seismic Performance of Composite Shear Walls Constructed Using Recycled Aggregate Concrete and Different Expandable Polystyrene Configurations , 2016, Materials.

[16]  L. Pujades,et al.  Seismic vulnerability and risk evaluation methods for urban areas. A review with application to a pilot area , 2010 .

[17]  F. López-Almansa,et al.  Comportamiento, para el terremoto de Lorca de 11-05-2011, de edificios de vigas planas proyectados sin tener en cuenta la acción sísmica , 2014 .

[18]  O. Brooker Eurocode 2: Design of concrete structures , 2018, Design of Structural Elements.

[19]  Bruce R. Ellingwood,et al.  Performance of Light-Frame Wood Residential Construction Subjected to Earthquakes in Regions of Moderate Seismicity , 2008 .

[20]  F. Crisafulli Seismic behaviour of reinforced concrete structures with masonry infills , 1997 .

[21]  MICHAEL MICHAELIS International scientific film association , 1948, Nature.

[22]  Daniel Mora-Meliá,et al.  Structural Resistance of Reinforced Concrete Buildings in Areas of Moderate Seismicity and Assessment of Strategies for Structural Improvement , 2017 .

[23]  R. Park,et al.  Flexural Members with Confined Concrete , 1971 .

[24]  Carlos Cabrera,et al.  Analysis of the sources of uncertainty for portfolio‐level earthquake loss estimation , 2012 .

[25]  Aurelio Ghersi,et al.  Improvement of the model proposed by Menegotto and Pinto for steel , 2016 .

[26]  Swapnil Gaikwad,et al.  Hollow Concrete Blocks-A New Trend , 2015 .

[27]  Gian Michele,et al.  Direct Displacement-Based Seismic Design of Structures , 2007 .

[28]  E. Smyrou,et al.  Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames , 2011 .

[29]  I. Miličević,et al.  Experimental research of concrete floor blocks with crushed bricks and tiles aggregate , 2015 .

[30]  Download Here,et al.  Annual Book Of Astm Standards , 2014 .

[31]  Mohd Zamin Jumaat,et al.  Properties of high-workability concrete with recycled concrete aggregate , 2011 .

[32]  Ziad Bayasi,et al.  Application of Fibrillated Polypropylene Fibers for Restraint of Plastic Shrinkage Cracking in Silica Fume Concrete , 2002 .

[33]  Samuel Quintana,et al.  Glass reinforced concrete panels containing recycled tyres: Evaluation of the acoustic properties of for their use as sound barriers , 2014 .

[34]  Alex H. Barbat,et al.  Performance of Buildings under Earthquakes in Barcelona, Spain , 2006, Comput. Aided Civ. Infrastructure Eng..

[35]  Christian Rey,et al.  The finite element method in solid mechanics , 2014 .

[36]  Bryan Stafford Smith,et al.  Behavior of Square Infilled Frames , 1966 .

[37]  F. Aslani,et al.  The Effect of Fine and Coarse Recycled Aggregates on Fresh and Mechanical Properties of Self-Compacting Concrete , 2019, Materials.

[38]  P. Lourenço,et al.  Seismic response analysis of concrete block masonry buildings : an experimental study using shaking table , 2012 .

[39]  P. Holmgren,et al.  Wood from planted forests a global outlook 2005-2030 , 2008 .

[40]  J. Casali,et al.  A MIX DESIGN METHODOLOGY FOR CONCRETE BLOCK UNITS , 2012 .

[41]  Clotaire Michel,et al.  Comparison between seismic vulnerability models and experimental dynamic properties of existing buildings in France , 2010 .

[42]  Amadeo Benavent-Climent,et al.  Vulnerability analysis of RC buildings with wide beams located in moderate seismicity regions , 2013 .

[43]  Barbara Pfeffer,et al.  Seismic Design Of Reinforced Concrete And Masonry Buildings , 2016 .

[44]  Samir A. Ashour,et al.  FLEXURAL BEHAVIOR OF HIGH-STRENGTH FIBER REINFORCED CONCRETE BEAMS , 1993 .

[45]  Alireza Ashori,et al.  Using wood fiber waste, rice husk ash, and limestone powder waste as cement replacement materials for lightweight concrete blocks , 2014 .

[46]  S. Mukherjee,et al.  Literature Review on Technical Aspect of Sustainable Concrete , 2013 .

[47]  Panagiotis E. Mergos,et al.  Estimating fixed‐end rotations of reinforced concrete members at yielding and ultimate , 2015 .

[48]  Henri P. Gavin,et al.  Numerical Integration in Structural Dynamics , 2016 .

[49]  Glenn R. Bell,et al.  Seismic Design Requirements for Regions of Moderate Seismicity , 2000 .

[50]  R. Hearmon,et al.  Elasticity of Wood and Plywood , 1948, Nature.

[51]  A. Olorunnisola Effects of husk particle size and calcium chloride on strength and sorption properties of coconut husk–cement composites , 2009 .

[52]  A. Kappos,et al.  Vulnerability assessment and earthquake damage scenarios of the building stock of Potenza (Southern Italy) using Italian and Greek methodologies , 2006 .

[53]  M K Maroliya,et al.  Load Carrying Capacity of Hollow Concrete Block Masonry Column , 2012 .

[54]  Manuel DeLanda,et al.  A Thousand Years of Nonlinear History , 1997 .

[55]  Nathan M. Newmark,et al.  A Method of Computation for Structural Dynamics , 1959 .

[56]  Mario J. Catani Building Code Requirements for Masonry Structures and Specifications for Masonry Structures , 1988 .

[57]  J. Bai,et al.  Metakaolin and calcined clays as pozzolans for concrete: a review , 2001 .