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WhatsApp: +86 18221755073As mentioned earlier, the concrete cone breakout failure is influenced by the tensile strength of concrete. Consequently, it can be inferred that the sustained-load behaviour of cast-in anchors is dependent on the creep-tensile response of concrete. ... Stone William C, Carino Nicholas J (1983) Deformation and failure in large-scale pullout ...
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WhatsApp: +86 18221755073For the concrete cone capacity to be greater than the tensile strength of steel, the minimum embedment depth (h ef) should be 7.5 to 10 times the anchor shank diameter (d) [9]. Additionally, there is another common failure mode known as is "pull-through failure mode" that is unique to the torque-controlled expansion anchors (a type …
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WhatsApp: +86 18221755073The average concrete cone angle increased from 25°-30° for NPC to 30°-35° for NFRC concrete, compared to the 35° assumed by the CCD method [38]; the white circles in Fig. 24 represent the concrete cone influence area based on the CCD method [38]. Similarly, for HFRC the concrete cone surface areas were larger than those of …
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WhatsApp: +86 18221755073DOI: 10.1016/J.ENGSTRUCT.2021.112615 Corpus ID: 236289710; Concrete cone failure of single cast-in anchors under tensile loading – A literature review @article{Karmokar2021ConcreteCF, title={Concrete cone failure of single cast-in anchors under tensile loading – A literature review}, author={Trijon Karmokar and Alireza …
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