On the collapse of masonry arches

DOI10.1023/A:1004275223879zbMath0893.73022OpenAlexW93820618MaRDI QIDQ1374160

Giuseppe Pasquinelli, Nicola Zani, Massimiliano Lucchesi, Cristina Padovani

Publication date: 30 August 1998

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1023/a:1004275223879

zbMATH Keywords

constitutive equationno-tension materialextensional straingeneralized strains

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Fracture and damage (74R99)

Related Items (6)

The Maximum Modulus Eccentricities Surface for Masonry Vaults and Limit Analysis ⋮ Limit analysis of masonry vaults by means of curved shell finite elements and homogenization ⋮ On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ Limit analysis of masonry arches with externally bonded FRP reinforcements ⋮ Static upper/lower thrust and kinematic work balance stationarity for least-thickness circular masonry arch optimization ⋮ Effects of material and geometric nonlinearities on the collapse load of masonry arches

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