LEADER 04137nam  22006495  450 
001 9910299930403321
005 20200701030236.0
010   $a981-10-7760-6
024 7 $a10.1007/978-981-10-7760-9
035   $a(CKB)4100000003359732
035   $a(MiAaPQ)EBC5376091
035   $a(DE-He213)978-981-10-7760-9
035   $a(PPN)226694593
035   $a(EXLCZ)994100000003359732
100   $a20180427d2018      u|             0
101 0 $aeng
135   $aurcnu||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aShear Strengthening of T-beam with GFRP$b[electronic resource] $eA Systematic Approach /$fby Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya
205   $a1st ed. 2018.
210  1$aSingapore :$cSpringer Singapore :$cImprint: Springer,$d2018.
215   $a1 online resource (xxii, 189 pages) $cillustrations
225 1 $aSpringer Transactions in Civil and Environmental Engineering,$x2363-7633
311   $a981-10-7759-2 
327   $aChapter 1: Introduction -- Chapter 2: Shear Strengthening - a State of the Art Review  -- Chapter 3: Technique for Shear Strengthening - An Experimental approach -- Chapter 4: Major Findings from Experiments on Shear Strengthening of Beams -- Chapter 5: Theoretical approach on Shear Strengthening of Beams -- Chapter 6: Numerical Approach on Shear Strengthening of Beams. .
330   $aThis book presents a systematic approach to the experimental, theoretical, and numerical investigation of reinforced concrete (RC) T-beams strengthened in shear with glass-fibre-reinforced polymers (GFRP) with variation in transverse steel reinforcements. It discusses experiments conducted on simply supported RC T-beams for control beams with and without transverse steel reinforcements and beams strengthened in shear with GFRP sheets and strips in different configurations, orientations, and variation of layers for each type of stirrup spacing. The book also includes a detailed numerical study using ANSYS performed in two stages. The first stage consists of selecting and testing relevant materials in the laboratory to establish the physical and mechanical properties of the materials. The second stage then involves testing beams for shear under two-point static loading systems. The test results demonstrate the advantage of using an externally applied, epoxy-bonded GFRP sheets and strips to increase the shear capacity of the beams. The finite element method (FEM) analysis results verify the experimental results. The book will serve as a valuable resource for researchers and practicing civil engineers alike.
410  0$aSpringer Transactions in Civil and Environmental Engineering,$x2363-7633
606   $aBuildings?Design and construction
606   $aBuilding
606   $aConstruction
606   $aEngineering, Architectural
606   $aMechanics
606   $aMechanics, Applied
606   $aBuilding materials
606   $aBuilding Construction and Design$3https://scigraph.springernature.com/ontologies/product-market-codes/T23012
606   $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010
606   $aBuilding Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/T23047
615  0$aBuildings?Design and construction.
615  0$aBuilding.
615  0$aConstruction.
615  0$aEngineering, Architectural.
615  0$aMechanics.
615  0$aMechanics, Applied.
615  0$aBuilding materials.
615 14$aBuilding Construction and Design.
615 24$aSolid Mechanics.
615 24$aBuilding Materials.
676   $a624.183423
700   $aPanda$b Kishor Chandra$4aut$4http://id.loc.gov/vocabulary/relators/aut$01059302
702   $aBarai$b Sudhirkumar V$4aut$4http://id.loc.gov/vocabulary/relators/aut
702   $aBhattacharyya$b Sriman Kumar$4aut$4http://id.loc.gov/vocabulary/relators/aut
906   $aBOOK
912   $a9910299930403321
996   $aShear Strengthening of T-beam with GFRP$92505248
997   $aUNINA