Masonry mechanical properties

Bahman Ghiassi, A.T. Vermeltfoort, P.B. Lourenco

Onderzoeksoutput: Hoofdstuk in Boek/Rapport/CongresprocedureHoofdstukAcademicpeer review

Samenvatting

Different approaches can be followed for numerical modeling of masonry and historical structures. Depending on the modeling strategy and level of complexity involved, a set of input parameters related to linear and nonlinear properties of units and mortar or masonry is required that, ideally, should be obtained experimentally.

However, in most cases either performing experimental tests is not allowed at all (such as in historical structures) or only a few types of tests are performed due to economical reasons or lack of suitable testing equipment. This chapter discusses the way these mechanical properties are established and gives some suggestions for establishment of material properties for numerical simulations when limited experimental results are available.

Originele taal-2Engels
TitelNumerical modeling of masonry and historical structures
Subtitelfrom theory to application
RedacteurenBahman Ghiassi, Gabriele Milani
UitgeverijElsevier, Woodhead publishing
Hoofdstuk7
Pagina's239-261
ISBN van elektronische versie9780081024409
ISBN van geprinte versie9780081024393
DOI's
StatusGepubliceerd - 2019

Publicatie series

NaamWoodhead Publishing Series in Civil and Structural Engineering

Vingerafdruk Duik in de onderzoeksthema's van 'Masonry mechanical properties'. Samen vormen ze een unieke vingerafdruk.

Citeer dit