Structural Behavior and Damage Diagnostics

TECHNICAL COMMISSION 7 - STRUCTURAL BEHAVIOR AND DAMAGE DIAGNOSTICS

General

Technical commission 7 – "Statics" focuses on static and dynamic issues that arise during repair projects.
The technical commission has identified the following additional disciplines that require attention and is considering the establishment of respective working groups:

  • Timber statics
  • Concrete/reinforced concrete/prestressed concrete
  • Masonry construction
  • Jack arch floors
  • Standards old/new
  •  Design loads

We expressly call for an intensive discussion of these proposals.

Contact

Head:
Prof. Dr.-Ing. Erwin Schwing
FH Karlsruhe
Email

Number of members: 59

Working groups

As a result of the technical commission restructuring process, working group 4.3 “Conservation of Masonry – Construction and Load Bearing Capacity“ and the new working group "Determination of the Compressive Strength of Existing Masonry Made of Small Artificial Stones" were attached to technical commission 7. This working group assesses the load bearing capacity of damaged and deformed timber structures.

Working group 7.2 „Historical wooden constructions“

Head of the working group: Dr.-Ing. Thomas Baron

The working group deals with the assessment of the bearing capacity of damaged and deformed wooden structures.

Objective of the working group
In supplement to the content of the existing WTA recommendations, the planned code of practice aims to provide action guidelines for the evaluation of historic timber structures along with information about the design approach. The working group primarily plans to include the following topics:

  •   The fundamental technique and process of a needs-adequate approach to structural design assessment processes
  •    Brief description of suitable destructive, minimally destructive and non-destructive testing processes to supplement the existing codes of practice    
       (insertion of cross-references)
  •    Depiction of the diagnoses and damage categories taken into account in the code of practice
  •    Concrete damages contingent load bearing capacity assessment, including a selection of cases combining multiple damage categories
  •    Diagnoses-based state assessment
  •    Approach to and process of the load compilation and the generation of the calculation model
  •    Cross-references to repairs and refurbishment

Recommendation “Historic Timber Structures” was published as a draft in the first half of 2018. The deadline for the submission of objections expired at the end of the year. The objection meeting was held on 28 March 2019. All objections were successfully processed during this meeting. The publication of the “blue print” of this code of practice is expected for mid-2019.

Working group 7.3 „Preservation of masonry - construction and load-bearing capacity“

Head of the working group: Prof. Dr.-Ing. Heinrich Wigger, Dr.-Ing. Heiko Twelmeier

The working group is tasked with the revision of the existing WTA code of practice 4-3-98/D “Repair of Masonry – Stability/Load Bearing Capacity” and its reconciliation with parallel standards, such as DIN 18 195 and including the compilation of quality assurance completion check lists.

Objective of the working group
Given that national technical standards that address the conservation of masonry do not exist, owners, special planners, contractors and experts frequently find themselves confronted with uncertainties when it comes to the planning and execution of such work. Consequently, the objective of the code of practice is to give building conservation decision makers assistance with the determination of the actual condition of existing masonry, such as: 

  • The evaluation of the actual condition of existing masonry with the assistance of load bearing models
  • The development of conservation concepts
  • The execution planning using modern calculation methods

The assessment of the actual condition is the basis for conclusions about the sustainability, load bearing capacity and usability of the evaluated masonry.
Code of practice "Conservation and Repair of Masonry – Construction and Load Bearing Capacity" was published as a “blue print” in December 2018.

Working group 7.4 „Determination of the compressive strength of existing walls made of artificial small-format bricks“

Head of the working group: Dipl.-Ing. Jonny Henkel

Due to the modernization of many objects as well as the densification of public space, the quality of existing masonry made of small size tiles plays an increasingly important role for structural reasons. In this context, the characteristic stability of masonry or the permitted masonry stress, which is determined by the compressive strength of the masonry, is a key parameter of static evaluations. The compressive strength of existing masonry or its components can be determined in a number of ways. A large percentage of these testing methods is not standardized or is merely based on the existing standards for new construction. Due to the fact that to date, Germany does not have a fundamental standard or other recommendations for the compressive strength testing process used on existing masonry, the aim is to develop a WTA code of practice that describes the familiar processes, some of which differ regionally and that points out the advantages and disadvantages along with the ancillary conditions. Moreover, it will make recommendations for the sampling, scope of sampling, performance of the test and the analysis of the results.

Arbeitsgruppe 7.5 „Damage Monitoring“

Leiter der Arbeitsgruppe: Dr.ir.-arch. Els Verstrynge

Die Arbeitsgruppe beabsichtigt sich zweimal jährlich zu treffen und zunächst einen Sachstandsbericht zu erarbeiten.

Recommendations

The following recommendations have been published by the Technical Commission "Structural Behavior and Damage Diagnostics":

7-1    Edition: 12.2018/D

Conservation and maintenance of masonry – Construction and structural behaviour

E-7-2 Edition: 06.2018/D

Historical timber structures State determination and assessment of the load bearing capacity
of damaged and deformed timber structures