FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4378977410> ?p ?o ?g. }

• W4378977410 endingPage "116197" @default.
• W4378977410 startingPage "116197" @default.
• W4378977410 abstract "Punching failures of reinforced concrete flat slabs and footings without shear reinforcement have been responsible for a number of catastrophic collapses. Despite intense scientific efforts in recent decades that have led to failure criteria-based phenomenological models, our current mechanistic understanding is still not sufficiently advanced to fathom the physical background of punching phenomena in RC structures. That is why, this paper proposes a novel two degree of freedom mechanical theory - called Punching Shear Response Theory (PSRT) - that interconnects all relevant effects of punching shear behavior, namely strutting action within a conical concrete shell at the slab-column interface, shear transfer actions elicited along the circumferential punching shear crack, including cohesive fracture process zone behavior, aggregate interlock and dowel action of reinforcement, as well as transfer of normal forces within tangential and radial cracks between slab segments in one all-encompassing algorithm. The PSRT can thoroughly mimic and efficiently reproduce the entire punching failure process of flat slabs and squat members (footings, pile caps, column bases) including prediction of pre- and post-peak punching shear vs. deformation response, quantification of different punching shear contributions and analysis of their evolution and mutual interaction within the failure process. The paper illustrates the analytical development of the PSRT, exemplifies its ability to reproduce the punching shear response of selected benchmark problems, proves its validity by database evaluations (incl. punching strength and deformation capacity) and eventually discloses the physical causalities of punching failures in RC structures." @default.
• W4378977410 created "2023-06-02" @default.
• W4378977410 creator A5000831896 @default.
• W4378977410 creator A5023239916 @default.
• W4378977410 date "2023-09-01" @default.
• W4378977410 modified "2023-09-26" @default.
• W4378977410 title "Punching Shear Response Theory (PSRT) – A two degree of freedom kinematic theory for modeling the entire punching shear vs. deformation response of RC slabs and footings" @default.
• W4378977410 cites W1567219893 @default.
• W4378977410 cites W1600924841 @default.
• W4378977410 cites W1787181851 @default.
• W4378977410 cites W1991799540 @default.
• W4378977410 cites W1997890678 @default.
• W4378977410 cites W2000851700 @default.
• W4378977410 cites W2031270303 @default.
• W4378977410 cites W2033533299 @default.
• W4378977410 cites W2065261816 @default.
• W4378977410 cites W2076373253 @default.
• W4378977410 cites W2097221370 @default.
• W4378977410 cites W2146306901 @default.
• W4378977410 cites W2158987810 @default.
• W4378977410 cites W2167338862 @default.
• W4378977410 cites W2266089541 @default.
• W4378977410 cites W2301710112 @default.
• W4378977410 cites W2380903253 @default.
• W4378977410 cites W2463991979 @default.
• W4378977410 cites W2580747533 @default.
• W4378977410 cites W2746096709 @default.
• W4378977410 cites W2781478556 @default.
• W4378977410 cites W2796025553 @default.
• W4378977410 cites W2799925527 @default.
• W4378977410 cites W2807011085 @default.
• W4378977410 cites W2888757358 @default.
• W4378977410 cites W2907320136 @default.
• W4378977410 cites W2971472254 @default.
• W4378977410 cites W3007039604 @default.
• W4378977410 cites W3024047905 @default.
• W4378977410 cites W3036282335 @default.
• W4378977410 cites W4200229291 @default.
• W4378977410 cites W4200273116 @default.
• W4378977410 cites W4220788599 @default.
• W4378977410 cites W4228997548 @default.
• W4378977410 cites W4303183722 @default.
• W4378977410 cites W4309109634 @default.
• W4378977410 cites W44434257 @default.
• W4378977410 doi "https://doi.org/10.1016/j.engstruct.2023.116197" @default.
• W4378977410 hasPublicationYear "2023" @default.
• W4378977410 type Work @default.
• W4378977410 citedByCount "0" @default.
• W4378977410 crossrefType "journal-article" @default.
• W4378977410 hasAuthorship W4378977410A5000831896 @default.
• W4378977410 hasAuthorship W4378977410A5023239916 @default.
• W4378977410 hasConcept C113740112 @default.
• W4378977410 hasConcept C127313418 @default.
• W4378977410 hasConcept C127413603 @default.
• W4378977410 hasConcept C159985019 @default.
• W4378977410 hasConcept C187320778 @default.
• W4378977410 hasConcept C192562407 @default.
• W4378977410 hasConcept C2776266710 @default.
• W4378977410 hasConcept C2778527123 @default.
• W4378977410 hasConcept C2778820510 @default.
• W4378977410 hasConcept C2780185282 @default.
• W4378977410 hasConcept C2988805333 @default.
• W4378977410 hasConcept C42407357 @default.
• W4378977410 hasConcept C66938386 @default.
• W4378977410 hasConcept C78519656 @default.
• W4378977410 hasConcept C86803240 @default.
• W4378977410 hasConcept C96035792 @default.
• W4378977410 hasConceptScore W4378977410C113740112 @default.
• W4378977410 hasConceptScore W4378977410C127313418 @default.
• W4378977410 hasConceptScore W4378977410C127413603 @default.
• W4378977410 hasConceptScore W4378977410C159985019 @default.
• W4378977410 hasConceptScore W4378977410C187320778 @default.
• W4378977410 hasConceptScore W4378977410C192562407 @default.
• W4378977410 hasConceptScore W4378977410C2776266710 @default.
• W4378977410 hasConceptScore W4378977410C2778527123 @default.
• W4378977410 hasConceptScore W4378977410C2778820510 @default.
• W4378977410 hasConceptScore W4378977410C2780185282 @default.
• W4378977410 hasConceptScore W4378977410C2988805333 @default.
• W4378977410 hasConceptScore W4378977410C42407357 @default.
• W4378977410 hasConceptScore W4378977410C66938386 @default.
• W4378977410 hasConceptScore W4378977410C78519656 @default.
• W4378977410 hasConceptScore W4378977410C86803240 @default.
• W4378977410 hasConceptScore W4378977410C96035792 @default.
• W4378977410 hasLocation W43789774101 @default.
• W4378977410 hasOpenAccess W4378977410 @default.
• W4378977410 hasPrimaryLocation W43789774101 @default.
• W4378977410 hasRelatedWork W1530783151 @default.
• W4378977410 hasRelatedWork W1998924855 @default.
• W4378977410 hasRelatedWork W2106281220 @default.
• W4378977410 hasRelatedWork W2143142541 @default.
• W4378977410 hasRelatedWork W2800819319 @default.
• W4378977410 hasRelatedWork W2921035889 @default.
• W4378977410 hasRelatedWork W3033750675 @default.
• W4378977410 hasRelatedWork W3151049614 @default.
• W4378977410 hasRelatedWork W3217722738 @default.
• W4378977410 hasRelatedWork W4382359136 @default.
• W4378977410 hasVolume "291" @default.
• W4378977410 isParatext "false" @default.

• next