A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Investigation of compression constitutive relationship of ancient brick masonry
Highlights The composition of the tested ancient brick is mainly quartz and feldspar. The constitutive model of axially compressed masonry was established. The formulas for elastic modulus was established. The peak compressive strain changes with increased compressive strength of mortar.
Abstract Through uniaxial compressive strength tests on glutinous rice mortar, ancient bricks, and ancient brick masonry, the main mechanical properties of ancient masonry materials and the stress–strain relationship of ancient brick masonry were analyzed under uniaxial compression. Based on the compressive strength of the masonry, compressive strength of a single brick, and compressive strength of the mortar, the constitutive relationship of the ancient brick masonry in the Shanxi Province of China and the formulas for elastic modulus was established. The results reveal that the constitutive relationship of masonry under axial compression can satisfactorily fit the experimental data obtained for masonry under axial compression. The model provides a theoretical basis for the finite element simulation and durability evaluation of ancient masonry structures in the Shanxi Province of China.
Investigation of compression constitutive relationship of ancient brick masonry
Highlights The composition of the tested ancient brick is mainly quartz and feldspar. The constitutive model of axially compressed masonry was established. The formulas for elastic modulus was established. The peak compressive strain changes with increased compressive strength of mortar.
Abstract Through uniaxial compressive strength tests on glutinous rice mortar, ancient bricks, and ancient brick masonry, the main mechanical properties of ancient masonry materials and the stress–strain relationship of ancient brick masonry were analyzed under uniaxial compression. Based on the compressive strength of the masonry, compressive strength of a single brick, and compressive strength of the mortar, the constitutive relationship of the ancient brick masonry in the Shanxi Province of China and the formulas for elastic modulus was established. The results reveal that the constitutive relationship of masonry under axial compression can satisfactorily fit the experimental data obtained for masonry under axial compression. The model provides a theoretical basis for the finite element simulation and durability evaluation of ancient masonry structures in the Shanxi Province of China.
Investigation of compression constitutive relationship of ancient brick masonry
Xia, Qian (author) / Sun, Yuanqing (author) / Wu, Jingshu (author) / Li, Jianshuang (author) / Li, Yanjun (author) / Shen, Chunke (author)
2021-12-10
Article (Journal)
Electronic Resource
English
Development law of axial compression and cracks in ancient brick masonry
| Elsevier | 2021
Studies on brick masonry under compression
| Online Contents | 1997
STUDIES ON BRICK MASONRY UNDER COMPRESSION
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