Pagina 1
Summary 12010 99
Theme
Doctoral research
Doctoral research: sense or nonsense? (pp. 4 - 6)
Hans Ramler, Managing Director of BAM
Wegen, made some comments about techni-
cal university teaching in his column in
Cement 2009/1. Doctoral research was one of
the things he had a go at. At a meeting of
Stufib members in October 2009 he
explained his concerns in greater detail. This
article is a follow-up, which also introduces
the theme of doctoral research.
Effect of temperature on carbon fibre
reinforcement (pp. 8 - 13)
The strengthening of concrete structures
using externally bonded carbon fibre rein-
forcement has grown in popularity very
quickly since the beginning of the nineteen-
nineties. The reasons for this include the
many investigations conducted in other
countries and the availability of design
guidelines. The effect of temperature on the
reinforcement is an aspect that only received
limited attention until recently. Research at
Eindhoven University of Technology has cre-
ated greater clarity about this.
Frameworks stiffened by glass (pp. 14 - 18)
Glass plates can withstand longitudinal
loads, and in a structure they can replace the
function of stability struts behind a glass
fa?ade. A stability system consisting of a
steel framework, a single glass plate and
three different glued seam types has been
investigated at Eindhoven University of Tech-
nology. The investigation involved experi-
ments, finite element simulations, parameter
studies and the development of mechanical
models.
Semi-integral frameworks (pp. 19 - 23)
There are no calculation rules that enable the
practical application of semi-integral frame-
works (steel frameworks stabilised with dis-
crete-linked precast concrete panels). Knowl-
edge about the behaviour of this type of
structure is moreover insufficient. Research
was conducted at Eindhoven University of
Technology in order to make it possible to
give scientific underpinning to the develop-
ment of calculation rules for the lateral
behaviour of semi-integral frameworks. For
that purpose, this type of structure was sub-
jected to experimental, numerical and ana-
lytical investigation.
Cracking in hardening concrete (pp. 24 - 27)
Concrete is a very complex material. This
emerges, among other things, when examin-
ing the strength development in concrete.
After many years of research it is possible to
predict the strength and stiffness of hard-
ened concrete with sufficient confidence.
However, predicting the stresses and the
probability of cracking in hardening concrete
is a lot more difficult. A better understanding
of these problems has been acquired thanks
to recent research into models at a micro
scale at Delft University of Technology.
Speed of Portland cement (pp. 28 - 32)
Why doesn't concrete set in the mixer? In a
nutshell this is the main theme of doctoral
research carried out at Delft University of
Technology over the last four years. We don't
have all the answers yet, but we've come a
long way.
The workability of masonry mortar (pp. 34 - 37)
The workability of masonry mortar is a com-
plex phenomenon which has parallels with
the workability of fresh concrete. Yet it also
has its own particular problems as a result of
the different composition of the mortar, the
importance of the tradesman's craftsman-
ship and the bricklaying process. Doctoral
research on this subject was conducted at
the Catholic University of Louvain from 2005
to 2009.
Rheology of self-compacting concrete
(pp. 38 - 44)
Numerical flow models have to be utilised in
order to make the best possible use of highly
fluid concrete mixtures, such as self-com-
pacting concrete (SCC). Numerical simula-
tions of the pouring process make it possible
to determine the minimum workability of
the fresh concrete such that the formwork
can be filled satisfactorily. Doctoral research
is currently being done on this subject at the
Catholic University of Louvain. This article
discusses the flow behaviour of SCC in
broad-brush terms.
Outside the theme
South Africa ready for the World Cup
(pp. 54 - 59)
The football World Cup will be held in South
Africa this summer. A total of ten stadiums
are needed. Six existing stadiums will be
radically renovated and four completely new
ones will be built. BAM is one of the parties
responsible for the execution of two of them.
Cable-stayed structure halves span (pp. 60 - 65)
The Muider Bridge is 300 m long, made from
steel and near Amsterdam. It permits the A1
motorway to cross the Amsterdam-Rhine
Canal. It was built in 1969/1970. The bridge is
now being strengthened, widened and
raised in connection with the construction of
extra rush hour lanes. This project is the sub-
ject of three articles. The first gives an intro-
duction and an explanation of how the
bridge will be jacked up. The second article
discusses the pylons and the third article
addresses the push beams and the support
beam.
Meerhoven structures (pp. 66 - 71)
The Meerhoven district is the newest major
expansion of Eindhoven. Multi-level intersec-
tions have been selected for the access
roads. Two beautiful structures have been
built using sophisticated technology, materi-
als knowledge and execution - the Spotter-
shill viaduct and the Oersebaan underpass.
This article gives an impression of the styling
and the structural design.
Concrete with a roughened surface (pp. 72 - 74)
The`B?rgerhaus'plays an important role in
the public life of Poing, a rural village near
Munich. Stuttgart-based architects Bez +
Kock therefore designed a solid jewel with a
polygonal footprint for the new village cen-
tre. The building, made entirely from decora-
tive concrete, has given this small commu-
nity an extra attraction.
Permit in a single day? (pp. 76 - 79)
Transactions, tax returns, correspondence as
well as drawings and project specifications
are currently virtually all electronic. But
applying for building permits is still done on
paper. Is there another way for this too?
Safety when using underground space
(pp. 80 - 85)
The thesis`Physical Safety in Multiple Use of
Space'addresses the physical safety aspects
of multiple use of space. Among other things
this involved the scientific investigation of
the interaction between internal and exter-
nal safety in regard to construction above
existing structures. In this article the relation-
ship between internal and external safety
when using underground space is discussed.
The issue of fire safety in covered over spaces
is also presented.
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