Title of article
The fracture toughness of an Imperial Roman mortar
Author/Authors
Brune، نويسنده , , P.F. and Ingraffea، نويسنده , , A.R. and Jackson، نويسنده , , M.D. and Perucchio، نويسنده , , R.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
12
From page
65
To page
76
Abstract
The vaulted concrete monuments of ancient Rome have an unreinforced concrete core of Pozzolanic mortar and decimeter-sized coarse aggregate. An assessment of the mechanical and fracture properties of a reproduced Trajanic-era (c. 100ad) mortar is the subject of the present work. Description of a newly developed arc-shaped three-point bending test, devised to optimize eventual testing of Trajanic-era concrete specimens with an unusual drill core geometry, is supplemented with details of the reproduced material composition and inverse data reduction procedures. Three ages of mortar are tested, with results suggesting a relatively long curing process that increases mechanical and fracture properties. The mortar cured longest (180 days) is found to have a Young’s modulus of 3.4 GPa, uniaxial tensile strength of 0.5 MPa, and mode-I tensile fracture energy of 55 J/m2. These measurements describe a relatively ductile cementitious material with respect to modern concretes.
Keywords
Toughness testing , Mortar and concrete , Cohesive zone modeling , Volcanic ash pozzolans
Journal title
ENGINEERING FRACTURE MECHANICS
Serial Year
2013
Journal title
ENGINEERING FRACTURE MECHANICS
Record number
2343840
Link To Document