Search for dissertations about: "tensile strength in concrete"
Showing result 1 - 5 of 36 swedish dissertations containing the words tensile strength in concrete.
-
1. Anchorage in Concrete Structures : Numerical and Experimental Evaluations of Load-Carrying Capacity of Cast-in-Place Headed Anchors and Post-Installed Adhesive Anchors
Abstract : Various anchorage systems including both cast-in-place and post-installed anchors have been developed for fastening both non-structural and structural components to concrete structures. The need for increased flexibility in the design of new structures and strengthening of existing concrete structures has led to increased use of various metallic anchors in practice. READ MORE
-
2. Fracture mechanics studies of non-yielding materials like concrete : modelling of tensile fracture and applied strength analyses
Abstract : Fracture mechanics studies of non-yielding materials are presented. The studies are based on theoretical models for the macroscopical mechanical behaviour of materials during tensile stress induced fracture. A number of applied numercal analysis are indicated. READ MORE
-
3. Crack growth and development of fracture zones in plain concrete and similar materials
Abstract : [abstract missing].... READ MORE
-
4. High-performance and self-compacting concrete in house building. Field tests and theoretical studies of possibilities and difficulties
Abstract : Cast in-situ concrete is the most frequently used materials technology worldwide within production of structural frames in multi-storey residential buildings. In Sweden, this technology dominates the market but is challenged by other competitive production methods. READ MORE
-
5. Evaluation of concrete structures : strength development and fatigue capacity
Abstract : This licentiate thesis consists of four papers. In paper A the development of tensile and compression strength are presented for old concrete railway trough bridges. The compression strength has usually increased 50 to 100% over the years. However the same could not be said for the tensile strength. READ MORE