國立高雄大學圖資館 |

Language: English

Back

Shear strengthening of T-beam with G...

Barai, Sudhirkumar V.

Shear strengthening of T-beam with GFRPa systematic approach /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Shear strengthening of T-beam with GFRPby Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya.
Reminder of title:	a systematic approach /
Author:	Panda, Kishor Chandra.
other author:	Barai, Sudhirkumar V.
Published:	Singapore :Springer Singapore :2018.
Description:	xxii, 189 p. :ill. (some col.), digital ;24 cm.
Contained By:	Springer eBooks
Subject:	Concrete beamsTesting.
Online resource:	http://dx.doi.org/10.1007/978-981-10-7760-9
ISBN:	9789811077609$q(electronic bk.)

Shear strengthening of T-beam with GFRPa systematic approach /
Panda, Kishor Chandra.

Shear strengthening of T-beam with GFRPa systematic approach /[electronic resource] :by Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya. - Singapore :Springer Singapore :2018. - xxii, 189 p. :ill. (some col.), digital ;24 cm. - Springer transactions in civil and environmental engineering,2363-7633. - Springer transactions in civil and environmental engineering..

Chapter 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.

This 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.

ISBN: 9789811077609$q(electronic bk.)

Standard No.: 10.1007/978-981-10-7760-9doiSubjects--Topical Terms:

664392
Concrete beams
--Testing.

LC Class. No.: TA683.5.B3 / P363 2018

Dewey Class. No.: 624.183423

Shear strengthening of T-beam with GFRPa systematic approach /
LDR:02736nmm a2200337 a 4500 001 537829
003 DE-He213
005 20181109165623.0
006 m d
007 cr nn 008maaau
008 190116s2018 si s 0 eng d
020 $a 9789811077609$q(electronic bk.)
020 $a 9789811077593$q(paper)
024 7 $a 10.1007/978-981-10-7760-9 $2 doi
035 $a 978-981-10-7760-9
040 $a GP $c GP
041 0 $a eng
050 4 $a TA683.5.B3 $b P363 2018
072 7 $a TNK $2 bicssc
072 7 $a TNKH $2 bicssc
072 7 $a TEC005050 $2 bisacsh
082 0 4 $a 624.183423 $2 23
090 $a TA683.5.B3 $b P189 2018
100 1 $a Panda, Kishor Chandra. $3 814960
245 1 0 $a Shear strengthening of T-beam with GFRP $h [electronic resource] : $b a systematic approach / $c by Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya.
260 $a Singapore : $b Springer Singapore : $b Imprint: Springer, $c 2018.
300 $a xxii, 189 p. : $b ill. (some col.), digital ; $c 24 cm.
490 1 $a Springer transactions in civil and environmental engineering, $x 2363-7633
505 0 $a Chapter 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 $a This 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 $a Concrete beams $x Testing. $3 664392
650 0 $a Glass-reinforced plastics. $3 814962
650 0 $a Shear (Mechanics) $3 647377
650 1 4 $a Engineering. $3 210888
650 2 4 $a Building Construction and Design. $3 761394
650 2 4 $a Structural Mechanics. $3 274624
650 2 4 $a Building Materials. $3 274688
700 1 $a Barai, Sudhirkumar V. $3 511184
700 1 $a Bhattacharyya, Sriman Kumar. $3 814961
710 2 $a SpringerLink (Online service) $3 273601
773 0 $t Springer eBooks
830 0 $a Springer transactions in civil and environmental engineering. $3 719491
856 4 0 $u http://dx.doi.org/10.1007/978-981-10-7760-9
950 $a Engineering (Springer-11647)