Feasibility Design of Derrick Anchor Pile Piling Position Based on ANSYS Optimization

Author:

Zhu Juan1,Zou Long Qing1,Fu Hai Long1

Affiliation:

1. Northeast Petroleum University

Abstract

Application of ANSYS parametric design language APDL built the model of workover rig derrick-guy line system. Take XJ70 type workover rig for example, optimization of derrick anchor pile piling position has been calculated under the condition of anchor pile ultimate uplift force. The uplift force obtained from pullout tests and different from soil type and soil condition. By optimizing calculation, on the premise of anchor pile bearing safety, the minimum and feasible piling positions have been gotten to guide piling work in special well site conditions. When the bearing capacity of soil decreased, make hook load as design variable, get the hook load limits at each pile position to ensure the ground anchor pile bearing safety.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

1. Xueshi Gao, Yue Li, Yang Dai, ect. The Structure Optimization Design of Workover Derrick[J]. Oil Field Machinery, Vol. 31 (2002), p.12.

2. Longqing Zou, Jiancheng Leng, Juan Zhu. Determining Ultimate Bearing Capacity of Ground Anchor Pile of Rig Derrick with Mechanical Impedance Method[J]. Earthquake Engineering and Engineering Vibration, Vol. 25 (2005), p.165.

3. Juan Zhu, Longqing Zou, Hailong Fu. Numerical Simulation Analysis on Effects of Freezing and Thawing on Workover Anchor Pile Bearing Performance[C]. Applied Mechanical and Materials, Vols. 204-208 (2012) pp.714-717.

4. Yun Yan. The Structure Optimization Design of Parametric Design Language Based on ANSYS [J]. Journal of East China Communication University, Vol. 21 (2004), p.52.

5. APDL Programmer's Guide, Third Edition, SAS, IP, Inc.

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