Abstract

Freeze-thaw (F-T) damage is the major factor destroying the bond behavior of reinforced concrete in the cold areas of China. The bond behavior between recycled fiber recycled concrete (RFRC) and reinforcement after F-T cycles was investigated in this paper. The pull-out tests were undertaken with the replacement rate (0, 50%, and 100%) of recycled aggregates (RA) and volume content (0, 0.12%, and 0.24%) of recycled fibers (RFs) as test variables. The results demonstrate that the F-T cycles will reduce the bond strength between RFRC and reinforcement. Bond strength decreases by 69.41% after 150 cycles. Moreover, RF can improve the bond strength between RFRC and reinforcing steel. Bonding strength increases by 11.35% with the addition of 0.12% RF. A simplified two-phase bond-slip model between RFRC and reinforced steel after F-T cycles was eventually established, and it correlated well with the experimental results. This research presents a theoretical basis for the application of RFRC in building structures in cold areas.

Highlights

  • The booming construction industry has accelerated the consumption of natural resources, while generating huge amounts of construction and demolition waste (C&DW) [1]

  • To verify the inhomogeneity of the recycled aggregates (RA) to improve the bond stress, this paper introduces μ1, μ2, and μ3 bondstress inhomogeneity coefficients for analysis, and they are cianltcruoldatuecdesasμf1o,lμlo2w, asn. d μ3 bondstress inhomogeneity coefficients for analysis, and they are calculated as follows

  • The bond behavior of recycled fiber recycled concrete (RFRC) and reinforcement after the F-T cycle was investigated by using the pull-out test

Read more

Summary

Introduction

The booming construction industry has accelerated the consumption of natural resources, while generating huge amounts of construction and demolition waste (C&DW) [1]. Each year, on a global scale, over 1.5 billion tons of C&DW are produced, of which, nearly 700 million tons are in China, as shown, and this number keeps growing [2] Such a huge amount of C&DW-occupied land, as seen, pollutes air and water resources as well [3]. More than 13 million tons of waste carpets are produced, of which, mainly polypropylene fibers ctharapnet1[336m].iIllnioanddtoitniosnotfowdiasspteoscaalrbpyetths ealraenpdrfioldl,uincceidn,eroaftiwonhiwchil,l mcaauisnelysepriooluyspproopllyulteionne tfiobtehreseccaorlpoegtic[3a6l ]e.nIvniraodndmiteinotn(Ftoigduirsep2o)s[a3l7b]y; rtehgereltatnadblfiyl,l,ainneccinoenroamtioicnalwainldl ceanuvsierosnemrioeunstpaolllyluftriioenndtolytshoeluetcioolnoghiacsalneont vyiertobnemenenptr(oFpiogsuerde.2I)t i[s37a];throergnreyttparbolbyl,eamn, ewcoitnhotmheicgaolaalnodf “ecnavribroonnmneeunttaralllyityfr”ieannddly“csaorlubotinonpehaaksinnogt”y[e3t8]b.een proposed. It is a thorny problem, with the goal of “carbon neutrality” and “carbon peaking” [38]. UTahteiroenf.orTeh, tehriesfopraep,etrhpisroppaopsesr tphreocpoonsceespthoef rceocyncleepdtfiobfererceycyclceleddfciboenrcrreetcey(cRlFeRdCc)o. nFcibretres (aRreFRtaCk)e.nFfirboemrstahreewtaaksetencfarropmett,hfierswtlays;tcelecaanrepdeta,nfidrsdtliysi;ncfleecatneded, saencodnddilsyi;nafnecdtemde, csheaconnicdalyly; aand meacnhuaanlliycaclulyt,afinndalmlya, ntoualclqyuciuret,fifibnearllsye,gtmo eanctqsu. iCreoafirbserasgeggrmegeanttess. cCoomaresferoamggCre&gaDtWes. cSoimuelfartoinmg Cth&eDhWars.hSicmoludlaetninvgirothnemheanrtsohf cNooldrtheneavsirtoCnhminean,twoef NpeorrftohremaestdCFh-Tintae,swtse(0p, e5r0-, f1o0r0m, 1e5d0Fc-yTctlest)sw(0it,h50R,A10r0e,p1la5c0ecmyeclnets)rawteisthoRf 0A, 5re0p%la, caenmde1n0t0r%at;eRsFofv0o,lu5m0%e,caonndte1n0ts0%of; R0,F0v.1o2l%um, aencdon0t.2e4n%ts aosf v0,ar0i.a1b2l%es, ;aanndd0fi.2v4e%graosuvpasr,iawbiltehs;6a0nsdpeficvime genrosuipnst,owtailt.hT6h0esbpoencidmbeehnasviinortobteatl.wTeheenbRoFnRdCbeahnadvrioeirnbfeotrwceemenenRtFuRnCdaenr dF-rTeicnyfcolrecsemwaesntstuunddieerdF. -ATdcdyictlieosnwalalys, slotucdaliebdo.nAdd-sdliiptiotensatsllyw,elroecaclobnodnudct-esdliptoteinstvsewsteigreatceotnhdeudcitsetdribtoutiinovnelsatwigaotfebtohneddsisttrreisbsuwtiiotnh lRaFwRoCf5b0-o1n2dsesrtrieess.sAwbitohnRdF-sRliCp5m0-o1d2esleurineds.erAF-bToncodn-sdliiptiomnowdaesl eusntdabelrisFh-eTdc. oInndthitiisonpawpaers, ewsetapbrloisvhiedde.nIenwthidiseapsafpoerrt,hweeappprolivcaidtieonneowf widasetaescfaorrpetht eanadppCl&icDatWionanodf wpraosmteoctearinp-edteapntdh Cre&seDaWrchanond tphreomreocytecliinn-gdeopf tthheressoelaidrcwhaosntethine creocldycrleinggioonfs.the solid waste in cold regions

Materials was
Concrete Mixture
Test Specimens
Rapid Freeze-Thaw Cycles Test
Pull-Out Teesstt
Results
Bond-Slip Curves
Freeze-Thaw Damage Mechanism of Bond Stress
Findings
Conclusions
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call