UPLIFT RESPONSE OF STRIP ANCHORS IN SAND USING FEM

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KUMAR J.

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Journal Paper

Paper Information

Journal: IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING Year:2006 | Volume:30 | Issue:B4 (CIVIL ENGINEERING) Page(s): 475-486

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Information Journal Paper

Title

UPLIFT RESPONSE OF STRIP ANCHORS IN SAND USING FEM

Author(s)

KUMAR J. | Issue Writer Certificate

Keywords

ANCHORS

FAILURE

FINITE ELEMENTS

FOUNDATIONS

SANDS

UPLIFT

Abstract

The load displacement relationship of shallow rigid strip ANCHORS embedded in SANDS and subjected to UPLIFT pressures has been examined by using the finite element method. The soil medium is modeled as a linear elastic-perfect plastic material following Mohr-Coulomb FAILURE criterion and an associated flow rule. The computed load displacement response is presented in non-dimensional form. The ultimate FAILURE load is expressed in the form of non-dimensional UPLIFT factor Fg, the variation of which is plotted as a function of soil friction angle (f) and the embedment ratio (l) of the anchor. The magnitudes of Fg, as well as the displacements of anchor at FAILURE are found to increase with the increases in the values of the anchor embedment ratio and the angle of shearing resistance of soils. In all the cases, it was seen that even at complete collapse, the soil mass lying just vertically above the anchor remains more or less non plastic. The FAILURE of the anchor occurs on account of the development of a thin curved plastic shear zone emerging from the bottom of the anchor and then extending up to the ground surface.

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APA: Copy

KUMAR, J.. (2006). UPLIFT RESPONSE OF STRIP ANCHORS IN SAND USING FEM. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 30(B4 (CIVIL ENGINEERING)), 475-486. SID. https://sid.ir/paper/539592/en

Vancouver: Copy

KUMAR J.. UPLIFT RESPONSE OF STRIP ANCHORS IN SAND USING FEM. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2006;30(B4 (CIVIL ENGINEERING)):475-486. Available from: https://sid.ir/paper/539592/en

IEEE: Copy

J. KUMAR, “UPLIFT RESPONSE OF STRIP ANCHORS IN SAND USING FEM,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 30, no. B4 (CIVIL ENGINEERING), pp. 475–486, 2006, [Online]. Available: https://sid.ir/paper/539592/en

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