000 03898nam a22005175i 4500
001 978-981-99-7984-4
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007 cr nn 008mamaa
008 240705s2024 si | s |||| 0|eng d
020 _a9789819979844
_9978-981-99-7984-4
024 7 _a10.1007/978-981-99-7984-4
_2doi
050 4 _aTA1-2040
072 7 _aTN
_2bicssc
072 7 _aTEC009020
_2bisacsh
072 7 _aTN
_2thema
100 1 _aShen, Dejian.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_965732
245 1 0 _aSeismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP
_h[electronic resource] /
_cby Dejian Shen.
250 _a1st ed. 2024.
264 1 _aSingapore :
_bSpringer Nature Singapore :
_bImprint: Springer,
_c2024.
300 _aXV, 381 p. 244 illus., 84 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
505 0 _aIntroduction -- Bond stress-slip relationship between BFRP sheets and concrete under dynamic loading -- Retrofitting of reinforced concrete beam with BFRP sheets -- Retrofitting of corrosion-damaged reinforced concrete columns with BFRPs -- Retrofitting of corrosion-damaged reinforced concrete beam-column joints with BFRP sheets -- Retrofitting of corrosion-damaged reinforced concrete shear walls with BFRP sheets -- Bond behavior between BFRP bars and concrete under static and dynamic loading.
520 _aThis monograph is written based on the author's research on seismic assessment and retrofitting of corrosion-damaged reinforced concrete structures during the recent two decades. It points out that reinforcement corrosion is one of the main reasons that contribute to the deterioration of the seismic performances and durability of reinforced concrete structures. It illustrates that the mechanism of reinforcement corrosion should be investigated to propose a method for evaluating the seismic performance of corroded components and structures. It calls for a comprehensive investigation on the bond performance between corroded reinforcing bars and concrete, as well as the degradation law of seismic performance of corroded beams, columns, beam column joints, and shear walls from the perspectives of materials, components, and structures. With the promotion and application of composite materials, fiber reinforced polymer (FRP) has been proposed as an ideal material for retrofitting reinforced concrete structures. By emphasizing the mechanism of reinforcement corrosion and the integrated evaluation of materials, components, and structures, this monograph offers an idea of using FRP to retrofit the seismic performance of corroded reinforced concrete structures. It is designed as a reference work for professionals or practitioners and a textbook for undergraduates or postgraduates. This book provides valuable knowledge and useful methods that can be considered in the field of seismic assessment and retrofitting of corrosion-damaged reinforced concrete structures with other FRPs.
650 0 _aCivil engineering.
650 0 _aCorrosion and anti-corrosives.
_966554
650 0 _aNatural disasters.
_957530
650 1 4 _aCivil Engineering.
650 2 4 _aCorrosion.
_966557
650 2 4 _aNatural Hazards.
_970612
710 2 _aSpringerLink (Online service)
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9789819979837
776 0 8 _iPrinted edition:
_z9789819979851
776 0 8 _iPrinted edition:
_z9789819979868
856 4 0 _uhttps://doi.org/10.1007/978-981-99-7984-4
912 _aZDB-2-ENG
912 _aZDB-2-SXE
999 _c61389
_d61389