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Design and assessment with strut-and-tie models and stress fields: from simple calculations to detailed numerical analysis, FIB bulletin 100

By: Material type: BookBookPublication details: Germany: FIB, 2021.Description: iv, 235p.; pbk; 29cmISBN:
  • 9782883941519
ISSN:
  • 15623610
Subject(s): DDC classification:
  • 624 FIB
Summary: In this Bulletin, the current state-of-the-art of the strut-and-tie models (STM) and the stress field models (SFM) is presented. Reference is not only made to classical rigid-plastic solutions, but also to solutions considering compatibility of deformations, such as elastic-plastic approaches or models allowing investigation of serviceability behaviour and deformation capacity of concrete structures. It is shown in the Bulletin that all models share the same ground and fundamental hypotheses. Their results are presented in a unitary and consistent manner by means of compression fields in the concrete and stresses in the reinforcement. The consistency amongst these approaches and their potential use in practice is also explored by means of the Levels-of-Approximation (LoA) approach as described in Model Code 2010. https://www.fib-international.org/publications/fib-bulletins/design-and-assessment-with-strut-and-tie-models-and-stress-fields-from-simple-calculations-to-detailed-numerical-analysis-detail.html
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Item type Current library Call number Copy number Status Date due Barcode
Books Books IIT Gandhinagar 624 FIB (Browse shelf(Opens below)) 1 Available 031405

Includes references

In this Bulletin, the current state-of-the-art of the strut-and-tie models (STM) and the stress field models (SFM) is presented. Reference is not only made to classical rigid-plastic solutions, but also to solutions considering compatibility of deformations, such as elastic-plastic approaches or models allowing investigation of serviceability behaviour and deformation capacity of concrete structures. It is shown in the Bulletin that all models share the same ground and fundamental hypotheses. Their results are presented in a unitary and consistent manner by means of compression fields in the concrete and stresses in the reinforcement. The consistency amongst these approaches and their potential use in practice is also explored by means of the Levels-of-Approximation (LoA) approach as described in Model Code 2010.

https://www.fib-international.org/publications/fib-bulletins/design-and-assessment-with-strut-and-tie-models-and-stress-fields-from-simple-calculations-to-detailed-numerical-analysis-detail.html

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