Effective prediction finite element model of pull-out capacity for cast-in-place anchor in high strain rate effects
Abstract Cast-in-place anchors are being increasingly used in many applications including building construction, bridge, and power plants. The anchorage to concrete systems are subjected to tensile, shear and combined loads from a variety of loading circumstances including static, dynamic, and shock...
Main Authors: | Quoc To Bao, Kihak Lee, Hyoseo An, Do Hyung Lee, Jiuk Shin |
---|---|
Format: | Article |
Language: | English |
Published: |
Nature Portfolio
2023-10-01
|
Series: | Scientific Reports |
Online Access: | https://doi.org/10.1038/s41598-023-44510-y |
Similar Items
-
Pull-Out Capacity and Failure Mechanisms of Strip Anchors in Clay
by: Fernando Cañizal, et al.
Published: (2020-07-01) -
Experimental Study of Pull-Out Failure on Sanko Hammer Drive Anchor Using Cast in Place and Post-Installed Methods on Ready-mix Concrete with Quality of 25 Mpa
by: Henry Apriyatno, et al.
Published: (2021-04-01) -
Microbial cement grout anchoring steel reinforcement pull-out test
by: Qiang Jia, et al.
Published: (2024-01-01) -
Field Pull-Out Tests of Percussion Driven Earth Anchors (PDEAs)
by: Natnael Tilahun Asfaw, et al.
Published: (2023-02-01) -
Pull-Out Mechanism of Horizontal and Inclined Plate Anchors in Normally Consolidated Clay
by: Cun Hu, et al.
Published: (2021-10-01)