TY - JOUR
T1 - Effect of rotation on penetration
T2 - 2021 International Foundations Congress and Equipment Expo: From Traditional to Emerging Geotechnics, IFCEE 2021
AU - Tang, Yong
AU - Tao, Junliang Julian
N1 - Funding Information:
This material is based upon work supported by the U. S. Army Research Laboratory and the U. S. Army Research Office under contract numbers W911NF-16-1-0336, W911NF-17-1-0262, W911NF-18-1-0068 and W911NF-20-1-0238. The discussions and conclusions presented in this work reflect the opinions of the authors only.
Funding Information:
This material is based upon work supported by the National Science Foundation (NSF) under NSF CMMI 1849674. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect those of the NSF.
Funding Information:
Financial support for this work was provided by the National Science Foundation Grant No. CMMI-1563428. The support of Dr. Joy Pauschke, program director at the National Science Foundation, is greatly appreciated.
Funding Information:
The authors would also like to gratefully acknowledge the financial support from the National Science Foundation under Grant No. CMMI-1804822.
Funding Information:
The study on which this paper is based was supported by National Science Foundation through Grant #1900445 and NASA -MIRO Grant awarded to University of the District of Columbia. The results and opinions expressed in this paper do not necessarily reflect the views and policies of the National Science Foundation and National Aeronautics and Space Administration.
Funding Information:
This material is based upon work supported in part by the National Science Foundation (NSF) under Grant No. CMMI-1634748 and the U.S. Army Engineer Research and Development Center (ERDC) under contract W9I2HZ-17-C-0021. The views and conclusions contained herein are those of the authors and should not be interpreted as necessarily representing the official policies or endorsements, either expressed or implied, of NSF, ERDC or the U.S. Government. Distribution Statement A: Approved for public release: distribution unlimited.
Funding Information:
The first author would like to show his gratitude to LPDP (Indonesia Endowment Fund for Education), which has provided financial support for his graduate study.
Funding Information:
The research described herein was supported by the Center for Bio-mediated and Bio-inspired Geotechnics (CBBG) under National Science Foundation (NSF) Cooperative Agreement No. EEC-1449501 and as a Payload Project under NSF Grant No. CMMI-1933350. The authors are grateful for the NSF support. Any opinions, findings and conclusions, or recommendations expressed in this material are thosee of the authors and do not necessarily reflect those of the NSF. The authors would like to thank the principal investigators of the CMMI grant, Dr. Brina Montoya of North Carolina State University and Dr. T. Matthew Evans of Oregon State University and their students for their guidance and assistance in the testing described herein. The authors would also like to thank the staff at O.H. Hinsdale Wave Research Laboratory, Drs. Dan Cox, Meagan Wengrove, and Tim Maddux, for their technical assistance.
Funding Information:
This research was partially supported by the National Science Foundation awards number CMMI-1728612 and CMMI-1000908. This support is gratefully acknowledged.
Funding Information:
This research was partially supported by the National Science Foundation award number CMMI-1728612. This support is gratefully acknowledged.
Publisher Copyright:
© ASCE.
PY - 2021
Y1 - 2021
N2 - In nature, seeds of some flowering plants such as Erodium and Pelargonium can bury themselves in the ground effectively and efficiently. This self-burial strategy has several key features: it is achieved by the hygroscopic coiling and uncoiling movement of the awn; the helical structure and movement induce net vertical penetration force; and the awns leverage anisotropic bristles to enhance the anchorage. In this study, another feature, namely the effect of rotation on penetration resistance, is studied using the discrete element method (DEM). A sudo-cylindrical (with a solid polygon cross section rather than a circular or helical one) was used to isolate the rotational effect. A series of rotational penetration tests were conducted with a set of calibrated microscale parameters from a previous study. It was observed that the rotational movement could reduce the penetration resistance. The reduction becomes significant at higher rotational speeds, but the corresponding power first decreases and then increases with the increase of rotational velocity, indicating the existence of an optimal condition. Further analysis of particle-probe contact forces unveils the underlying mechanism of the rotational effect on penetration. Specifically, rotation of the cone and shaft causes decrease in contact number and the vertical components of the particle-penetrator contact forces; in addition, the reduction of the contact normal force is more significant than that of the contact shear force.
AB - In nature, seeds of some flowering plants such as Erodium and Pelargonium can bury themselves in the ground effectively and efficiently. This self-burial strategy has several key features: it is achieved by the hygroscopic coiling and uncoiling movement of the awn; the helical structure and movement induce net vertical penetration force; and the awns leverage anisotropic bristles to enhance the anchorage. In this study, another feature, namely the effect of rotation on penetration resistance, is studied using the discrete element method (DEM). A sudo-cylindrical (with a solid polygon cross section rather than a circular or helical one) was used to isolate the rotational effect. A series of rotational penetration tests were conducted with a set of calibrated microscale parameters from a previous study. It was observed that the rotational movement could reduce the penetration resistance. The reduction becomes significant at higher rotational speeds, but the corresponding power first decreases and then increases with the increase of rotational velocity, indicating the existence of an optimal condition. Further analysis of particle-probe contact forces unveils the underlying mechanism of the rotational effect on penetration. Specifically, rotation of the cone and shaft causes decrease in contact number and the vertical components of the particle-penetrator contact forces; in addition, the reduction of the contact normal force is more significant than that of the contact shear force.
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U2 - 10.1061/9780784483428.016
DO - 10.1061/9780784483428.016
M3 - Conference article
AN - SCOPUS:85105997519
SN - 0895-0563
VL - 2021-May
SP - 149
EP - 159
JO - Geotechnical Special Publication
JF - Geotechnical Special Publication
IS - GSP 325
Y2 - 10 May 2021 through 14 May 2021
ER -