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Research and Development

In its function as a technical and scientific federal authority the BAW undertakes waterways engineering R&D work in the fields of structural, geotechnical and hydraulic engineering in inland and coastal areas. The Department's applied and practice-oriented research is undertaken on behalf of state and federal authorities and is intended to support the performance of specialist waterways engineering tasks by bridging the gap between basic scientific research and issues on which practical decisions need to be taken.

Over a period of many years the Department of Structural Engineering has sustained a consistent research share of 15%, which is deemed necessary for the continuing development of methods and regulations. Ongoing developments enable the WSV and the BMVBS to make use of forward-looking project work in their own waterway construction work and to take decisions which anticipate the future technological state of the art. In particular the Department's R&D focuses on the BAW research topics "safety and protection", "innovative technologies" and "sustainability".

Development of a traffic load model for bridges which are typical for the Federal Waterways and Shipping Administration (WSV)
Bridge with weight limit with unknown actual load situation

Measurements regarding traffic load and load of the structure are carried out at bridges which are typical for the Federal Waterways and Shipping Administration (WSV). After interpretation of the monitoring data simulation calculations are performed referring to present and future traffic scenarios. According to the load model of DIN EN 1991-2 a modified traffic load model shall be developed.

Project director: Becker, Holger

Effect of corrosion damage on fatigue strength at hydro steel components
Fatigue strength graph based on DIN EN 1993-1-9

It will be analysed the effect of corrosion damage on fatigue strength at hydro steel components due to mounting in the area with wet and dry cycles. The results of the fatigue tests will be compared with the design guidelines of DIN EN 1993-1-9.
Project director: Hesse, Thomas

Development of a shear-bearing capacity analysis of non-shear-reinforced solid structural elements
Tension results and cracks short-time before truss frame collapse

For a better evaluation of the safety level of existing concrete structures, a dimensioning-rule for shear-bearing capacity has to be developed, including the characteristics of hydraulic constructions. This allows well adapted reinforcement measures, whereas needless rein-forcements or suspensions can be avoided.
Project director: Lutz, Matthias

Material combinations for the system wheel/rail
Wheels and rails of a roller-gate

As a result of increased damage that occurred on wheels or rails of steel water constructions, the wheel-rail system will be tested for effective combinations of materials. The aim is to find a system that has a long duration of life.
Project director: Gabrys, Ulrike

Energy improvement on WSV buildings
Monitoring and controlling energy efficiency in WSV-buildings

The systematically measuring and analysis of energy consumption oft the WSV-buildings is the base to look for demand on restoration of buildings. In combination with calculating the energy demand you can optimize restoration arrangements.
Project director: Erndwein, Daniel

Design concept for hydraulic structrues for earthquake resistance
Peak-Ground-Accelerations (T=2500 a) according to GRÜNTHAL for the dams and ship locks analysis

The earthquake analysis of existing and new hydraulic structures, such as ship locks, weirs and dams, leading to possible retrofit and earthquake resistant design of them, enables them to withstand this disastrous phenomenon, keeping their - of great financial meaning - operation unimpeded.
Project director: Fleischer Dr. , H.

Corrosion of sheet pile walls
Corroded sheet pile walls

Corrosion of sheet pile walls - electrochemical determination of the corrosion properties of sheet pile walls in relation to real corrosion rate data from structures in different immersion mediums.
Project director: Ruppert, Johannes

restraint in thick, cracked concrete sections
Crack on the surface of a concrete member

The viscoelastic behaviour of cracked reinforced concrete structures is not well known until today. But it is necessary to dimension the reinforcement for restraint in monolithic structures in a safe and economic way. The research project should help to get a better understanding of the behaviour.
Project director: Bödefeld Dr., Jörg

Safety concept for existing hydraulic structures (SiBeWa)
Development of a safety concept for existing hydrauiic structures

Existing hydraulic structures need an adapted partial safety concept so as to proof the structural safety on the basis of the experiences gained during maintenance and Operation.
Project director: Kunz, Claus

Corrosion protection of steel in concrete - research on cathodic corrosion protection of the road bridge B 500 over the river Rhine near Iffezheim
Single anode for cathodic protection of steel bars in concrete

Due to the small dimensions of the hollow girders conventional repair of the chloride contaminated concrete was inopportune. For this reason a cathodic protection (CP) installation with discrete anodes (see figure) was carried out. The function of the installation under different conditions will be controlled and evaluated.
Project director: Binder Dr., Günter

Assessment of the alkali sensitivity of aggregates
concrete test specimen with ASR-cracks

With the previously available tests alkali-sensitive aggregates not always recognized, so it came to concrete damage due to alkali-silica reaction (ASR). Therefore it should be to investigate and develop different test methods with a view to specific conditions for hydraulic structures.
Project director: Reschke Dr., T.

Fatigue design of fully sealed ropes
Fully sealed rope with socket

Ropes in bridge constructions are subject to alternating stresses originating from traffic and wind. The variability of the normal force is superimposed with a cyclic bending load in the area of the rope socket resulting from angle of rotation. The fatigue properties under this stress are investigated.
Project director: Ehmann, Rainer

Concrete for hydraulic strucutres under hydroabrasive exposure
Concrete erosion as a result of hydroabrasion

This R and D project aims to record the impact of hydroabrasion on concrete member and to generate a descriptive classification system. Appropriate concrete technology requirements must be elaborated - including using suitable testing procedures - in order to guarantee sufficient resistance.
Project director: Spörel Dr., Frank

Masonry in hydraulic constructions
Frost damage to the clinker masonry of a lock-chamber wall

An assessment report on the impact on, and the durability of masonry in waterways engineering structures, on existing national and international standards and on potential repair procedures will be used to review the need for modifications to existing waterways engineering regulations.
Project director: Müller, Hilmar

Strengthening of the movement joints of solid waterways engineering structures
Test model

The strengthening of leaky areas around movement joints is already an important concern for the WSV. Bearing in mind the probable increase in the number of damaged joints, it is important to develop a range of repair procedures which are appropriate in different conditions.
Project director: Maisner, Matthias

Use of acrylic gels and gel-like products for repair work on solid waterways engineering structures
Injection and mixture separation of raw materials under water pressure

The use of acrylic gels for injection into cracks and hollow spaces is examined and the environmental compatibility and corrosion risk for the reinforcement and other metal fitted parts is evaluated, particularly with regard to the durability of products.
Project director: Maisner, Matthias

Measurement method for hydration heat
Comparison of temperature measurements of quasi adiabatic concrete calorimeter - large format concrete block

The test series examines cements and concretes using a variety of measurement techniques to determine hydration heat. The aim is to determine a procedure for realistically estimating the adiabatic temperature changes of concrete used in massive structural elements.
Project director: Spörel Dr., Frank

Concretes for the solid structural elements of waterway structures
Impact of high restraints on reinforcement content

The project examines the reliability of a (currently) nonconforming reduction in the cement content of concrete for massive structural elements. The aim is to reduce the hydration heat of the concrete and the resulting restraints while simultaneously guaranteeing durability.
Project director: Spörel Dr., Frank

Revision of the turbulence testing method for geosynthetics
Specimen container

The turbulence test methods described in the guideline for the testing of geotextiles in waterways engineering determine the soil passing through a geotextile filter following a pulsing stress caused by a propeller. The test method is currently being revised for the standardisation work.
Project director: Maisner, Matthias

Corrosion protection according to Sheet 87 of the TL/TP-KOR German steel construction standard - Studies of intermediate coating and colour stability problems
Bond strength according to duration of weathering impact

Contractors usually only give structural components for bridges an intermediate coat. The conditions in which structures are then left and used until the final (coloured) coat is given can lead to bonding and colour stability problems.
Project director: Binder Dr., Günter

Determination of the forces acting on crossing structures during anchor drop
In-situ measurement of anchor speed in water

Crossing structures under waterways may need to be measured for anchor drops and other influences. In-situ studies were carried out to determine true anchor velocities. A computational approach is currently being developed which will enable the impact of dropped anchors to be determined in relation to anchor size.
Project director: Becker, Holger

Durability measurement of waterway structures
Status function of a probabilistic service life measurement  Component condition Z = Resistance R - Impact S

The BAW supports university-based research projects with the aim of developing measurement concepts which take special account of specific hydraulic engineering exposure (such as freeze-thaw and freeze-thaw de-icing salt attacks, hydroabrasion, attack by chloride). This is intended to provide a realistic evaluation of the service life.
Project director: Reschke Dr., T.

Injections into facing formwork
Horizontal drill hole in the masonry facing formwork / core concrete transition area with grouting material

Laboratory examinations and sample injections in a lock construction are used to determine the appropriateness of selected injection procedures and materials for the reliable filling of voids and hollow areas in the transitional area between masonry facing formwork and the underlying core concrete.
Project director: Müller, Hilmar

Development of a maintenance management system for the Federal Waterways and Shipping Administration (EMS-WSV)
EMS-WSV decisions are dependent on information

Based on the results of structural inspections the idea is to forecast the future condition of structures and to prioritise repair work. The objective is to develop an optimum repair and maintenance strategy for WSV structures.
Project director: Bödefeld Dr., Jörg

Repair systems for old waterway structures
Application of sprayed concrete to a test wall made of rammed concrete

The project examines the appropriateness of specially developed repair systems for specific hydraulic engineering applications (fast hardening materials for repair during operation, thin in-situ or sprayed concrete shell on relatively soft subsurfaces).
Project director: Reschke Dr., T.

Hawser force on inland navigation locks
FEM model of a bollard and real mooring situation

DIN 19703 contents load assumptions for bollards of new locks to be built. The magnitude of this loads often implicates problems for existing locks. Furthermore the loads cannot be valid for bollards of smaller locks. Within the R&D work will be compiled assumptions for hawser forces which are realistic to a large extent, sufficient safe and which also consider aspects of economic viability.
Project director: Meinhold, Wilfried

Frost resistance of cement-bound materials
Frost-determined weathering in the tidal zone of a lock-chamber wall

The degree of saturation of the concrete is the key variable, in addition to temperature stresses, for the intensity of freeze-thaw exposure. The magnitude of the degree of saturation arising under the practical conditions is studied in construction and laboratory examinations.
Project director: Westendarp, A.