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008			180427s2018 si | s |||| 0|eng d
020			_a9789811077609
024	7		_a10.1007/978-981-10-7760-9 _2doi
040			_bspa _cES-MaUEC _dES-MaUEC
050		4	_aTA683.5 .B3 _b2018 EB
100	1		_aPanda, Kishor Chandra _9673377
245	1	0	_aShear Strengthening of T-beam with GFRP : _bA Systematic Approach _cby Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya
264		1	_aSingapore _bSpringer International Publishing _c2018
300			_a1 recurso en línea (XXII, 189 páginas) _b128 ilustraciones, 47 ilustraciones a color
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aSpringer Transactions in Civil and Environmental Engineering, _x2363-7633
490	0		_aEngineering (Springer-11647)
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	3		_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.
988			_aEBSPRINGER_2018
650		7	_2embne _9143747 _aEstructuras de hormigón
650		7	_2embne _9670360 _aPlásticos reforzados
700	1		_aBarai, Sudhirkumar V. _eautor. _0http://id.loc.gov/authorities/names/no2011074726 _1http://viaf.org/viaf/306125870/
700	1		_aBhattacharyya, Sriman Kumar. _eautor.
710	2		_aSpringerLink (Online service) _0http://id.loc.gov/authorities/names/no2005046756 _1http://viaf.org/viaf/274647764/ _9106996
776	0	8	_iEdición impresa: _z9789811077593
776	0	8	_iEdición impresa: _z9789811077616
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-981-10-7760-9 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
998			_b04/2020 _dz _eu _zSI