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OverviewFull Product DetailsAuthor: CUR Centre for Civil Engineering Research and CodesPublisher: A A Balkema Publishers Imprint: A A Balkema Publishers Volume: v. 171 Weight: 0.589kg ISBN: 9789054106807ISBN 10: 9054106808 Pages: 166 Publication Date: 01 January 1997 Audience: Professional and scholarly , Professional & Vocational Format: Hardback Publisher's Status: Active Availability: In Print ![]() This item will be ordered in for you from one of our suppliers. Upon receipt, we will promptly dispatch it out to you. For in store availability, please contact us. Table of ContentsPREFACE -- SUMMARY -- SYMBOLS -- 1 INTRODUCTION -- 1.1 General -- 1.2 Purpose and framework of the research -- 2 TESTING OF MATERIALS -- 2.1 General -- 2.2 Materials, their processing and coding -- 2.2.1 Materials -- 2.2.2 Manufacturing of specimens -- 2.2.3 Terminology -- 2.2.4 Coding -- 2.3 Mechanical properties of masonry in compression -- 2.3.1 Specimens -- 2.3.2 Testing -- 2.3.3 Progress of the test -- 2.3.4 Compressive strength -- 2.3.5 Elastic modulus -- 2.3.6 Transverse contraction -- 2.4 Tension tests -- 2.4.1 Specimen -- 2.4.2 Testing -- 2.4.3 Tensile strength of the joints and the units -- 2.4.4 Elastic moduli of the joints in tension -- 2.4.5 Fracture energy and 'post peak' behaviour -- 2.4.6 Influence of the real (net) bonding surface -- 2.5 Joint shear tests -- 2.5.1 Specimen -- 2.5.2 Testing -- 2.5.3 Tensile tests with shear tests -- 2.5.4 Shear strength -- 2.5.5 Shear stiffness or shear modulus of the mortar joint -- 2.5.6 Friction coefficient -- 2.5.7 Cohesion-softening and shear crack energy -- 2.5.8 Dilatancy -- 2.5.9 CEN tests 2.6 Conclusions -- 2.6.1 Conclusions with regard to the compression tests -- 2.6.2 Conclusion with regard to the tension tests -- 2.6.3 Conclusion with regard to the shear tests -- 2.6.4 General conclusions -- 3 NUMERICAL MODELS IN DIANA -- 3.1 General -- 3.2 Non-linear finite element method -- 3.2.1 Points of departure and types of elements -- 3.2.2 Solution procedure for non-linear material behaviour -- 3.3 Joint-unit discontinuum models -- 3.3.1 Points of departure -- 3.3.2 Modelling of units, joints and areas of adhesion -- 3.3.3 Linear-elastic behaviour -- 3.3.4 Discrete crack formation -- 3.3.5 Coulomb friction -- 3.3.6 Combination cracking and Coulomb friction -- 3.3.7 Alternative formulations -- 3.4 Super elements -- 3.5 Anisotropic continuum models for masonry as a composite -- 3.5.1 Points of departure -- 3.5.2 Orthotropic-elastic behaviour -- 3.5.3 Smeared cracking -- 3.5.4 Plasticity -- 3.6 Sense and nonsense wiReviewsAuthor InformationJ.G. Rots -TNO Building and Construction Research, Rijswijk, Netherlands. Tab Content 6Author Website:Countries AvailableAll regions |