000 03902nam a22005775i 4500
001 978-981-10-7760-9
003 DE-He213
005 20220801220555.0
007 cr nn 008mamaa
008 180427s2018 si | s |||| 0|eng d
020 _a9789811077609
_9978-981-10-7760-9
024 7 _a10.1007/978-981-10-7760-9
_2doi
050 4 _aTH1-9745
072 7 _aTNK
_2bicssc
072 7 _aTEC005050
_2bisacsh
072 7 _aTNK
_2thema
082 0 4 _a690
_223
100 1 _aPanda, Kishor Chandra.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_951093
245 1 0 _aShear Strengthening of T-beam with GFRP
_h[electronic resource] :
_bA Systematic Approach /
_cby Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya.
250 _a1st ed. 2018.
264 1 _aSingapore :
_bSpringer Nature Singapore :
_bImprint: Springer,
_c2018.
300 _aXXII, 189 p. 128 illus., 47 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aSpringer Transactions in Civil and Environmental Engineering,
_x2363-7641
505 0 _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. .
520 _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.
650 0 _aBuildings—Design and construction.
_932147
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
650 0 _aBuilding materials.
_931878
650 1 4 _aBuilding Construction and Design.
_932148
650 2 4 _aSolid Mechanics.
_931612
650 2 4 _aBuilding Materials.
_931878
700 1 _aBarai, Sudhirkumar V.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_951094
700 1 _aBhattacharyya, Sriman Kumar.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_951095
710 2 _aSpringerLink (Online service)
_951096
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9789811077593
776 0 8 _iPrinted edition:
_z9789811077616
776 0 8 _iPrinted edition:
_z9789811339950
830 0 _aSpringer Transactions in Civil and Environmental Engineering,
_x2363-7641
_951097
856 4 0 _uhttps://doi.org/10.1007/978-981-10-7760-9
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c78708
_d78708