1992
DOI: 10.1016/0013-7944(92)90197-m
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The buckling behavior of a central crack in a plate under tension

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Cited by 89 publications
(37 citation statements)
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“…A cracked rectangular plate subjected to tension can locally buckle around the crack faces due to existing local compressive stresses [12]. Seifi and Kabiri [14] evaluated the loads of isotropic plates experimentally and numerically by the classical finite element method.…”
Section: Cracked Rectangular Plate Under Tensionmentioning
confidence: 99%
See 1 more Smart Citation
“…A cracked rectangular plate subjected to tension can locally buckle around the crack faces due to existing local compressive stresses [12]. Seifi and Kabiri [14] evaluated the loads of isotropic plates experimentally and numerically by the classical finite element method.…”
Section: Cracked Rectangular Plate Under Tensionmentioning
confidence: 99%
“…A similar study was performed in [11] using singular tip elements. Riks et al [12] demonstrated that the stress intensity factors increased around the crack tips dramatically when buckling occurred. The integral equation method was applied by [13] to study the edge cracked plates under in-plane compressive periodic loading.…”
Section: Introductionmentioning
confidence: 98%
“…Investigations of the buckling characteristics of cracked plates have been mainly carried out by the finite element method (e.g. [26][27][28][29][30][31][32]), which may become computationally expensive because of the required refinement mesh at the crack tips. From this point of view, the framework provided by the Rayleigh-Ritz method could provide appealing analysis tools and some research activities have been devoted to its application especially for free vibrations of cracked plates.…”
Section: Introductionmentioning
confidence: 99%
“…Furthermore, Riks et al (1992) studied the buckling and the post-buckling behavior from the viewpoints of stability and fracture mechanics by the aid of finite element method.…”
Section: Introductionmentioning
confidence: 99%