期刊
INTERNATIONAL JOURNAL OF APPLIED MECHANICS
卷 11, 期 5, 页码 -出版社
WORLD SCIENTIFIC PUBL CO PTE LTD
DOI: 10.1142/S1758825119500480
关键词
Pull-out test; transverse bar rib; mechanical performance; anchoring force
类别
资金
- National Natural Science Foundation of China [51774112, U1810203, 51474188]
- International Cooperation Project of Henan Science and Technology Department [182102410060]
- Doctoral Fund of Henan Polytechnic University [B2015-67]
- Taihang Scholars Program
To evaluate mechanical performances of the transverse rib bar and reveal anchoring mechanism between the grout and steel bar, a series of pull-out tests were carried out, the numerical simulations and theoretical analysis of grout failure modes were also analyzed. Results show that the grout in front of the transverse rib display wedge-shape damage and the simulation results verify this damage forms. The formula of the effective transverse rib angle, the grout strength and anchorage force were derived based on elastic thick-wall cylinder theory. During the pull-out tests, the radial stress of the grout lagged the tangential stress reaching the ultimate tensile strength with the inner pressure increasing. The anchoring force of the transverse rib bar increases with the increase of the grout strength, and with the increase of the effective transverse rib angle. These conclusions provide the theoretical basis and technical support for the engineering practice.
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