Determination of Mohr-Coulomb failure envelope, mechanical properties and UPV of commercial cement-lime mortar

Ghimire Amrit; Noor-E-Khuda Sarkar; Ullah Shah NeyamatSuntharavadivel Thuraichamy

首页> 外文期刊>Materials and structures >Determination of Mohr-Coulomb failure envelope, mechanical properties and UPV of commercial cement-lime mortar

【24h】

Determination of Mohr-Coulomb failure envelope, mechanical properties and UPV of commercial cement-lime mortar

机译：Determination of Mohr-Coulomb failure envelope, mechanical properties and UPV of commercial cement-lime mortar

获取原文

获取原文并翻译 | 示例

获取外文期刊封面封底 >>

开具论文收录证明 >>

文献代查 >>

页面导航

摘要
著录项
相关主题

摘要

Mortar in masonry structures can be subjected to both uniaxial and triaxial loading. Determining the mechanical properties and/or failure criteria of the commonly used mortar is necessary for the structural performance assessment of new and existing masonry buildings using non-destructive testing and/or finite element modelling methods. In this paper, the stress-strain behaviour of a commercially available cement-lime mortar is investigated under uniaxial and triaxial loading. The axial compressive strength, modulus of elasticity, Mohr-Coulomb failure envelopes of the mortar are determined over a range of conditions. Mortar specimens were prepared with a water to cementitious material ratio (w/cm) of 0.6-0.7 and were tested at curing ages of 3, 7, 14, and 28 days, under confining pressures of 0, 100, 250, 500 and 750 kPa. Ultrasonic pulse velocity (UPV) of the specimens were measured before the destructive testing. The results indicate that the influence of curing age and confining pressure on the axial compressive strength of the mortar can be predicted using proposed linear correlations between (i) The confining pressure and the axial compressive strength and (ii) The UPV and the axial compressive strength. From the test results, the strength parameters of the Mohr-Coulomb failure criterion were also determined. It is observed that cohesion is more sensitive to changes in curing age and w/cm than the friction angle, which varied between 32 and 33 degrees.

著录项

来源
《Materials and structures》 |2022年第4期|111.1-111.19|共19页
作者
Ghimire Amrit; Noor-E-Khuda Sarkar; Ullah Shah NeyamatSuntharavadivel Thuraichamy;
展开▼
作者单位

Deakin Univ, Sch Engn & Built Environm, Waurn Ponds, Vic 3216, Australia;

Cent Queensland Univ, Sch Engn & Technol, Melbourne, Vic 3000, Australia;

Cent Queensland Univ, Sch Engn & Technol, Gladstone, Qld 4680, AustraliaCent Queensland Univ, Sch Engn & Technol, Rockhampton, Qld 4701, Australia;

展开▼
收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种英语
中图分类
关键词
Mortar; Triaxial loading; Uniaxial loading; Mohr-Coulomb criteria; UPV; Stress-strain;

Determination of Mohr-Coulomb failure envelope, mechanical properties and UPV of commercial cement-lime mortar

摘要

著录项

相关主题

期刊订阅