2010
DOI: 10.1002/cnm.1224
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Remarks on some properties of conic yield restrictions in limit analysis

Abstract: SUMMARYA major difficulty when applying the kinematic theorem in limit analysis is the derivation of expressions of the dissipation functions and the set of plastically admissible strains. At present, no standard methodology exists. Here, it is shown that they can be readily obtained, provided that the yield restriction can be rewritten as an intersection of cones, and that the expression defining the dual cones is available. This is always possible for the case of self-dual cones and some other classes, and c… Show more

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Cited by 45 publications
(38 citation statements)
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References 29 publications
(51 reference statements)
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“…The upper bound on the collapse load of reinforced concrete slabs can be then determined by the following mathematical programming [26] …”
Section: Kinematic Limit Analysis Of Reinforced Concrete Slabsmentioning
confidence: 99%
“…The upper bound on the collapse load of reinforced concrete slabs can be then determined by the following mathematical programming [26] …”
Section: Kinematic Limit Analysis Of Reinforced Concrete Slabsmentioning
confidence: 99%
“…In the case of a Johansen criterion, the π − function can be rewritten as : π()falsemml-underlinefalsemml-underlineχ̲̲MathClass-rel=mp()χxxMathClass-bin+MathClass-bin+χyyMathClass-bin+MathClass-bin+mMathClass-rel′()χxxMathClass-bin−MathClass-bin+χyyMathClass-bin− with {}falsefalsearrayarraycenterχxxarraycenterχyyarraycenterχxyMathClass-rel=[]falsenone none none none nonefalsearrayarrayleft1arraycenter0arraycenter0arraycenter1arraycenter0arraycenter0arrayleft0arraycenter1arraycenter0arraycenter0arraycenter1arraycenter0arrayleft0arraycenter0arraycenter2arraycenter0arraycenter0arraycenter20.3emthinspace0.3emthinspace0.3emthinspace0.3emthinspace0.3emthinspace{}falsefalsearrayarraycenterχxx+…”
Section: Mathematical Programmingmentioning
confidence: 99%
“…When there are multiple sets of dumping to the slope surface structure, especially in the presence of approximately vertical surface structure, easy to block rock-fall occurred. A set of main vertical structural plane, another group of obliquity of 200, calculated using the discrete element method, there has been mass collapse destroyed [4] . Fig.2 shows the failure characteristics of tilting loess slope.…”
Section: Application In Slope Engineeringmentioning
confidence: 99%