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2019 | OriginalPaper | Chapter

13. Ultimate Load Behaviour of Segmental Composite Slabs at Different Shear Connectors

Authors : N. R. Gowthami, K. Ramanjaneyulu, K. Ajaykumar Reddy

Published in: Recent Advances in Material Sciences

Publisher: Springer Singapore

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Abstract

As India is developing country infrastructure plays major role to be kept in view of infrastructure requirements, to keep down road transport interference and speedy establishment of way overs by using prefabricated concrete with in situ concrete composite construction, i.e., prefabricated slab proceeds like a support to affix with in situ reinforced concrete using shear connectors. To increase the strength of composite slab by using different types of shear connectors. Numerical modelling and analysis of composite one-way and two-way slabs under flexure with truss-type, lattice-type and dual-steel-type shear connectors are used to find the efficiency, comparatively and percentage integrity with solid slab.

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Literature
1.
go back to reference Červenka, V., Jendele, L., Červenka, J.: ATENA Theory Manual. Cervenka Ltd. Červenka, V., Jendele, L., Červenka, J.: ATENA Theory Manual. Cervenka Ltd.
2.
go back to reference Benayoune, A., Samad, A.A.A., Trikha, D.N., Ali, A.A.A., Ellinna, S.H.M.: Flexural behaviour of pre-cast concrete sandwich composite panel—experimental and theoretical investigations. Constr. Build. Mater. 22, 580–592 (2008)CrossRef Benayoune, A., Samad, A.A.A., Trikha, D.N., Ali, A.A.A., Ellinna, S.H.M.: Flexural behaviour of pre-cast concrete sandwich composite panel—experimental and theoretical investigations. Constr. Build. Mater. 22, 580–592 (2008)CrossRef
3.
go back to reference Bush, T.D., Stine, G.L.: Flexural behavior of composite precast concrete sandwich panels with continuous truss type connectors. PCI J. 39, 112–121 (1994)CrossRef Bush, T.D., Stine, G.L.: Flexural behavior of composite precast concrete sandwich panels with continuous truss type connectors. PCI J. 39, 112–121 (1994)CrossRef
4.
go back to reference CEB-FIP Model Code 1990: Comite Euro International Du Beton CEB-FIP Model Code 1990: Comite Euro International Du Beton
6.
go back to reference David, A., Salmon, D.C., Tadros, M.K., Culp, T.: Full-scale testing of precast concrete sandwich panels. ACI Struct. J. 94-3S2 (1997) David, A., Salmon, D.C., Tadros, M.K., Culp, T.: Full-scale testing of precast concrete sandwich panels. ACI Struct. J. 94-3S2 (1997)
7.
go back to reference Eurocode 2: Design of Concrete Structures. EN 1992-1-1 Eurocode 2: Design of Concrete Structures. EN 1992-1-1
8.
go back to reference Eurocode 4: Design of Composite Steel and Concrete Structures—Part 1-1: General Rules and Rules for Buildings. EN 1994-1-1 Eurocode 4: Design of Composite Steel and Concrete Structures—Part 1-1: General Rules and Rules for Buildings. EN 1994-1-1
9.
go back to reference Menkulasi, F.: Horizontal shear connectors for precast prestressed bridge deck panels. MS Thesis (2002) Menkulasi, F.: Horizontal shear connectors for precast prestressed bridge deck panels. MS Thesis (2002)
10.
go back to reference Kwak, H.G., Filippou, F.C.: Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loading. Report No. UCB/SEMM-90/14. University of California, Berkeley Kwak, H.G., Filippou, F.C.: Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loading. Report No. UCB/SEMM-90/14. University of California, Berkeley
11.
go back to reference Indian Standard 11384: Code of Practice for Composite Construction in Structural Steel and Concrete (1985) Indian Standard 11384: Code of Practice for Composite Construction in Structural Steel and Concrete (1985)
12.
go back to reference IS456:2000 Part 1: Indian Standard Plain and Reinforced Concrete IS456:2000 Part 1: Indian Standard Plain and Reinforced Concrete
13.
go back to reference Wallenfelsz, J.A.: Horizontal shear transfer for full-depth precast concrete bridge deck panels. MS Thesis, Blacksburg, Virginia (2006) Wallenfelsz, J.A.: Horizontal shear transfer for full-depth precast concrete bridge deck panels. MS Thesis, Blacksburg, Virginia (2006)
14.
go back to reference Kupfer, H., Hilsdorf, H.K., Rüsch, H.: Behavior of Concrete Under Biaxial Stresses (1969) Kupfer, H., Hilsdorf, H.K., Rüsch, H.: Behavior of Concrete Under Biaxial Stresses (1969)
15.
go back to reference Joseph, A.W., Wollmann, C.R.: Full-Depth Precast Concrete Bridge Deck Panel Systems. NCHRP Report 584. Transportation Research Board 2007 Executive Committee Joseph, A.W., Wollmann, C.R.: Full-Depth Precast Concrete Bridge Deck Panel Systems. NCHRP Report 584. Transportation Research Board 2007 Executive Committee
16.
17.
go back to reference Saemann, J.C., Washa, G.W.: Horizontal shear connections between precast beams and cast-in-place slabs. ACI J. 61(11), 1383–1409 (1964) Saemann, J.C., Washa, G.W.: Horizontal shear connections between precast beams and cast-in-place slabs. ACI J. 61(11), 1383–1409 (1964)
18.
go back to reference Thanoon, W.A., Yardim, Y., Jaafar, M.S., Noorzaei, J.: Development of interlocking mechanism for shear transfer in composite floor. Constr. Build. Mater. 24, 2604–2611 (2010)CrossRef Thanoon, W.A., Yardim, Y., Jaafar, M.S., Noorzaei, J.: Development of interlocking mechanism for shear transfer in composite floor. Constr. Build. Mater. 24, 2604–2611 (2010)CrossRef
19.
go back to reference Pong, W.A., Morgan Girgis, A.F.I., Tadros, M.K.: Proposed GFRP connectors in sandwich panels. ACI Spec. Publ. 230, 21–38 (2005) Pong, W.A., Morgan Girgis, A.F.I., Tadros, M.K.: Proposed GFRP connectors in sandwich panels. ACI Spec. Publ. 230, 21–38 (2005)
20.
go back to reference Hwang, S.-J.: Theory of interface shear capacity of reinforced concrete. J. Struct. Eng. 126, 700–707 (2000)CrossRef Hwang, S.-J.: Theory of interface shear capacity of reinforced concrete. J. Struct. Eng. 126, 700–707 (2000)CrossRef
Metadata
Title
Ultimate Load Behaviour of Segmental Composite Slabs at Different Shear Connectors
Authors
N. R. Gowthami
K. Ramanjaneyulu
K. Ajaykumar Reddy
Copyright Year
2019
Publisher
Springer Singapore
DOI
https://doi.org/10.1007/978-981-13-7643-6_13

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