Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/9275
Title: On the determination of horizontal forces a floating ice plate exerts on a structure
Authors: Princeton University. Department of Civil and Geological Engineering
Kerr, Arnold D.
Keywords: Ice
Ice cover
Ice forces
Loads (forces)
Plates
Structures
Floating ice
Ice pressure
Offshore structures
Ice strength
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: CRREL report ; 78-15.
Description: CRREL Report
Abstract: This report first discusses the general approach for calculating the horizontal forces an ice cover exerts on a structure. Ice force determination consists of two parts: (1) the analysis of the in-plane forces assuming that the ice cover remains intact and (2) the use of a failure criterion, since an ice force cannot be larger than the force capable of breaking up the ice cover. For an estimate of the largest ice force, an elastic plate analysis and a failure criterion are often sufficient. A review of the literature revealed that, in the majority of the analyses, it is assumed that the failure load is directly related to a "crushing strength" of the ice cover. However, observations in the field and tests in the laboratory show that in some instances the ice cover fails by buckling. This report reviews the ice force analyses based on the buckling failure mechanism and points out their shortcomings. The report then presents a new method of analysis which is based on the buckling mechanism.
Rights: Approved for public release; distribution is unlimited.
URI: http://hdl.handle.net/11681/9275
Appears in Collections:CRREL Report

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