Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313366811> ?p ?o ?g. }
Showing items 1 to 80 of
80
with 100 items per page.
- W4313366811 abstract "With the advancement of material science and infrastructure design technology, there is an increased need to reflect various loading scenarios in the design of civil infrastructures, including extreme loads such as impact and blast. However, structural behavior under extreme loads has been observed to be very different from that under static loads due to the high-rate loading condition. Therefore, extensive experimental and analytical studies have been conducted to explain the structural behavior under impact loading. From these efforts, various discussions have been presented on the impact behavior and the evaluation of the impact resistance of structures. However, despite the fact that the repair or reinforcement of structures damaged by impact loads is a critical issue, studies of the residual performance of impact-damaged structures are insufficient. This paper presents an experimental study to improve the understanding of the residual performance of impact-damaged structures. A total of 29 RC beams were tested under static loads to examine the effect of impact-damage on the residual behavior of RC beams. Of these, 8 RC beams were intact, and the other 21 RC beams suffered impact loading through drop weight impact tests and were damaged prior to the static flexural tests. The residual performance was evaluated by comparing the maximum load capacity, flexural stiffness, and displacement ductility of impact-damaged beams and intact beams. The comparison indicated that the flexural stiffness and displacement ductility of the impact-damaged RC beams decreased significantly, whereas their flexural strengths did not exhibit a significant difference. Predictive models for flexural stiffness and displacement ductility of the impact-damaged beams were suggested from the test results, and through these, the residual performance of the impact-damaged structure could be evaluated." @default.
- W4313366811 created "2023-01-06" @default.
- W4313366811 creator A5010381868 @default.
- W4313366811 creator A5014592720 @default.
- W4313366811 creator A5035919372 @default.
- W4313366811 creator A5049544796 @default.
- W4313366811 date "2023-03-01" @default.
- W4313366811 modified "2023-10-17" @default.
- W4313366811 title "Residual Performance of Reinforced Concrete Beams Damaged by Low-Velocity Impact Loading" @default.
- W4313366811 cites W1978657852 @default.
- W4313366811 cites W1985199439 @default.
- W4313366811 cites W1987850040 @default.
- W4313366811 cites W1996336405 @default.
- W4313366811 cites W2018093805 @default.
- W4313366811 cites W2044167833 @default.
- W4313366811 cites W2054880819 @default.
- W4313366811 cites W2091501869 @default.
- W4313366811 cites W2104354366 @default.
- W4313366811 cites W2113247132 @default.
- W4313366811 cites W2133949040 @default.
- W4313366811 cites W2999636336 @default.
- W4313366811 cites W3081309301 @default.
- W4313366811 cites W3081683886 @default.
- W4313366811 cites W3149199414 @default.
- W4313366811 doi "https://doi.org/10.1061/jsendh.steng-11697" @default.
- W4313366811 hasPublicationYear "2023" @default.
- W4313366811 type Work @default.
- W4313366811 citedByCount "1" @default.
- W4313366811 crossrefType "journal-article" @default.
- W4313366811 hasAuthorship W4313366811A5010381868 @default.
- W4313366811 hasAuthorship W4313366811A5014592720 @default.
- W4313366811 hasAuthorship W4313366811A5035919372 @default.
- W4313366811 hasAuthorship W4313366811A5049544796 @default.
- W4313366811 hasBestOaLocation W43133668111 @default.
- W4313366811 hasConcept C11413529 @default.
- W4313366811 hasConcept C127413603 @default.
- W4313366811 hasConcept C149912024 @default.
- W4313366811 hasConcept C155512373 @default.
- W4313366811 hasConcept C159985019 @default.
- W4313366811 hasConcept C178405089 @default.
- W4313366811 hasConcept C192562407 @default.
- W4313366811 hasConcept C20965850 @default.
- W4313366811 hasConcept C2776512210 @default.
- W4313366811 hasConcept C2779372316 @default.
- W4313366811 hasConcept C41008148 @default.
- W4313366811 hasConcept C66938386 @default.
- W4313366811 hasConcept C67203356 @default.
- W4313366811 hasConcept C73099012 @default.
- W4313366811 hasConceptScore W4313366811C11413529 @default.
- W4313366811 hasConceptScore W4313366811C127413603 @default.
- W4313366811 hasConceptScore W4313366811C149912024 @default.
- W4313366811 hasConceptScore W4313366811C155512373 @default.
- W4313366811 hasConceptScore W4313366811C159985019 @default.
- W4313366811 hasConceptScore W4313366811C178405089 @default.
- W4313366811 hasConceptScore W4313366811C192562407 @default.
- W4313366811 hasConceptScore W4313366811C20965850 @default.
- W4313366811 hasConceptScore W4313366811C2776512210 @default.
- W4313366811 hasConceptScore W4313366811C2779372316 @default.
- W4313366811 hasConceptScore W4313366811C41008148 @default.
- W4313366811 hasConceptScore W4313366811C66938386 @default.
- W4313366811 hasConceptScore W4313366811C67203356 @default.
- W4313366811 hasConceptScore W4313366811C73099012 @default.
- W4313366811 hasIssue "3" @default.
- W4313366811 hasLocation W43133668111 @default.
- W4313366811 hasOpenAccess W4313366811 @default.
- W4313366811 hasPrimaryLocation W43133668111 @default.
- W4313366811 hasRelatedWork W1977959518 @default.
- W4313366811 hasRelatedWork W2044235710 @default.
- W4313366811 hasRelatedWork W2089013912 @default.
- W4313366811 hasRelatedWork W2107890255 @default.
- W4313366811 hasRelatedWork W2239639077 @default.
- W4313366811 hasRelatedWork W2373446747 @default.
- W4313366811 hasRelatedWork W2920061524 @default.
- W4313366811 hasRelatedWork W4245080632 @default.
- W4313366811 hasRelatedWork W4310083477 @default.
- W4313366811 hasRelatedWork W2764577899 @default.
- W4313366811 hasVolume "149" @default.
- W4313366811 isParatext "false" @default.
- W4313366811 isRetracted "false" @default.
- W4313366811 workType "article" @default.