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Stringer-Panel Models in Structural Concrete

Part of the SpringerBriefs in Applied Sciences and Technology Book Series

DOI: 10.1007/978-3-319-76678-2

ISBN: 978-3-319-76677-5

Publisher: Springer International Publishing - Springer Journals

Jun 27, 2018

1 - 10 of 10 Chapters

LitStream

Chapter 1Introduction to Stringer-Panel Models

Blaauwendraad, Johan

Pages: 1 –14

[ The stringer-panel model (SPM) is intended as companion method to the better-known strut-and-tie model (STM) for the design of D-regions where Bernoulli beam theory does not apply. To explain the merits of the SPM, first an overview of the STM is presented, setting out its design steps and...
LitStream

Chapter 2Dapped Beam

Blaauwendraad, Johan

Pages: 15 –26

[A dapped beam end is a simple D-region. The conventional STM solution is presented, and the extent of the region is discussed. For the SPM, the scheme of stringers and panels is explained and the equilibrating loading on the D-region is derived. The loading due to the beam on the D-region...
LitStream

Chapter 3Beam with a Recess

Blaauwendraad, Johan

Pages: 27 –31

[A horizontal beam of abruptly changing depth is considered. The beam parts to the left and right of the recess constitute a D-region. The extent of this region is discussed. The equilibrium set of loading forces is presumed to be obtained from a beam analysis program. The forces in the stringers...
LitStream

Chapter 4Frame Joints and Corbels

Blaauwendraad, Johan

Pages: 33 –38

[Joints in frames and corbels are examples of D-regions. In a frame analysis, member forces are calculated in dimensionless nodes, satisfying equilibrium requirements. It is discussed how these forces have to be modified in order to act as loading on the D-region of the node under consideration....
LitStream

Chapter 5Opening in Box Web

Blaauwendraad, Johan

Pages: 39 –41

[In this chapter, a flanged box bridge is considered with an opening in the web. Although, in reality, the case requires a three-dimensional stringer-panel model, the discussion is reduced to a two-dimensional problem. The extent of the D-region is commented on, and the equilibrium set of loading...
LitStream

Chapter 6Console with Opening

Blaauwendraad, Johan

Pages: 43 –50

[The subject of this chapter is a console with opening under a point load. The square console is supported at the right-hand vertical edge and loaded on top of the free left-hand edge. The square opening at the centre of the console obstructs the transfer of the load to the supported edge....
LitStream

Chapter 7Deep Beam with Opening

Blaauwendraad, Johan

Pages: 51 –56

[ A propped deep beam with opening is considered. This scenario has been the subject of past fib bulletins on strut and-tie modelling. The deep beam has height 4 m and span 11 m. The bottom left-hand corner is supported by a force 3000 kN and the right-hand edge is fixed to an adjacent shear...
LitStream

Chapter 8Wall with Large Opening

Blaauwendraad, Johan

Pages: 57 –63

[A simply-supported wall with a large opening near the bottom left-hand corner support is studied. The wall was considered earlier by Schlaich et al. in the PCI Journal of May/June 1987. The span of the wall is 7.0 m and the height 4.7 m. The square opening has sides 1.5 m. A point load of 3000...
LitStream

Chapter 9Integral Bridge

Blaauwendraad, Johan

Pages: 65 –73

[In the integral bridge concept, the deck and the abutment structure are not separate structural components but constitute a single monolithic structure. The integral bridge under consideration has a post-tensioned concrete deck which is monolithically connected to a transverse concrete beam....
LitStream

Chapter 10Diaphragm Floor Slab

Blaauwendraad, Johan

Pages: 75 –79

[ The subject of the final chapter is the analysis of a floor slab acting as a diaphragm in a multi-storey building to resist horizontal seismic loading. The floor length is 56.00 m and the width 22.60 m. The seismic load is active in the shorter floor direction and is resisted by two reinforced...

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