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Mang, H. A.
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Publications (3/3 displayed)
- 2004Comparative studies of 3D-constitutive models for concrete: Application to mixed-mode fracturecitations
- 2003Shapes of loading surfaces of concrete models and their influence on the peak load and failure mode in structural analysescitations
- 2001Numerical investigations of headed studs with inclined shoulders
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document
Numerical investigations of headed studs with inclined shoulders
Abstract
Failure of steel-concrete connections such as anchor bolts strongly depends on the material behavior of steel and concrete, respectively , and the geometric properties. The latter are commonly represented by the so-called span/depth-ratio ( a=d -ratio), see Figure 1(a). Hereby , the embedment depth d is equal to the distance from the anchor head to the concrete surface. The span a represents the distance from the center of the steel rod to the support.