03715nam a22004695i 4500001001800000003000900018005001700027007001500044008004100059020003700100024003500137050001300172072001500185072002300200072001400223100008200237245013000319250001800449264007200467300006500539336002600604337002600630338003600656347002400692505050300716520159901219650002302818650004202841650003002883650002302913650002202936650002802958710003402986773002603020776003603046776003603082776003603118856004603154912001403200912001403214999001703228978-981-99-7984-4DE-He21320251030112616.0cr nn 008mamaa240705s2024    si |    s    |||| 0|eng d  a97898199798449978-981-99-7984-47 a10.1007/978-981-99-7984-42doi 4aTA1-2040 7aTN2bicssc 7aTEC0090202bisacsh 7aTN2thema1 aShen, Dejian.eauthor.4aut4http://id.loc.gov/vocabulary/relators/aut96573210aSeismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRPh[electronic resource] /cby Dejian Shen.  a1st ed. 2024. 1aSingapore :bSpringer Nature Singapore :bImprint: Springer,c2024.  aXV, 381 p. 244 illus., 84 illus. in color.bonline resource.  atextbtxt2rdacontent  acomputerbc2rdamedia  aonline resourcebcr2rdacarrier  atext filebPDF2rda0 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.  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. 0aCivil engineering. 0aCorrosion and anti-corrosives.966554 0aNatural disasters.95753014aCivil Engineering.24aCorrosion.96655724aNatural Hazards.9706122 aSpringerLink (Online service)0 tSpringer Nature eBook08iPrinted edition:z978981997983708iPrinted edition:z978981997985108iPrinted edition:z978981997986840uhttps://doi.org/10.1007/978-981-99-7984-4  aZDB-2-ENG  aZDB-2-SXE  c61389d61389