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Shear strengthening of T-beam with G...

Panda, Kishor Chandra.

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Shear strengthening of T-beam with GFRP = a systematic approach /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Shear strengthening of T-beam with GFRP/ by Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya.
其他題名:	a systematic approach /
作者:	Panda, Kishor Chandra.
其他作者:	Barai, Sudhirkumar V.
出版者:	Singapore :Springer Singapore : : 2018.,
面頁冊數:	xxii, 189 p. :ill. (some col.), digital ;24 cm.
內容註:	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.
Contained By:	Springer eBooks
標題:	Concrete beams - Testing. -
電子資源:	http://dx.doi.org/10.1007/978-981-10-7760-9
ISBN:	9789811077609

Shear strengthening of T-beam with GFRP = a 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

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

1639703
Concrete beams
--Testing.

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

Dewey Class. No.: 624.183423

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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.
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