Optimal three-dimensional strut-and-tie models for anchorage diaphragms in externally prestressed bridges

As a typical D-region in externally prestressed bridges, an anchorage diaphragm is usually severed as the end anchorage of external tendons. In this paper, an optimal three-dimensional strut-and-tie model for the anchorage diaphragm is proposed, and direct equations to facilitate the design are also...

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Published inEngineering structures Vol. 32; no. 8; pp. 2057 - 2064
Main Authors He, Zhi-Qi, Liu, Zhao
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.08.2010
Elsevier
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Abstract As a typical D-region in externally prestressed bridges, an anchorage diaphragm is usually severed as the end anchorage of external tendons. In this paper, an optimal three-dimensional strut-and-tie model for the anchorage diaphragm is proposed, and direct equations to facilitate the design are also developed. Both the topology optimization technique and the principle of minimum strain energy are incorporated to find out the optimal configuration of the strut-and-tie model, which makes the model rational based. A design procedure for dimensioning and detailing the model is then given according to ACI 318-08 provisions. The proposed model is further evaluated using three test results, and the comparisons show that the model predictions are consistent and conservative. Moreover, a design example is presented to demonstrate the effectiveness and convenience of the proposed method.
AbstractList As a typical D-region in externally prestressed bridges, an anchorage diaphragm is usually severed as the end anchorage of external tendons. In this paper, an optimal three-dimensional strut-and-tie model for the anchorage diaphragm is proposed, and direct equations to facilitate the design are also developed. Both the topology optimization technique and the principle of minimum strain energy are incorporated to find out the optimal configuration of the strut-and-tie model, which makes the model rational based. A design procedure for dimensioning and detailing the model is then given according to ACI 318-08 provisions. The proposed model is further evaluated using three test results, and the comparisons show that the model predictions are consistent and conservative. Moreover, a design example is presented to demonstrate the effectiveness and convenience of the proposed method.
Author Liu, Zhao
He, Zhi-Qi
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Issue 8
Keywords Topology optimization
External tendon
Optimal model
Anchorage diaphragm
Strut-and-tie
Structural design
Strut and tie model
Optimization
Prestressing
Design
Bridges
Three dimensional model
Prestressing tendon
Formulation
Example
Diaphragm
Anchoring
Language English
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Snippet As a typical D-region in externally prestressed bridges, an anchorage diaphragm is usually severed as the end anchorage of external tendons. In this paper, an...
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StartPage 2057
SubjectTerms Anchorage diaphragm
Applied sciences
Bridges
Buildings. Public works
Computation methods. Tables. Charts
Exact sciences and technology
External tendon
Optimal model
Structural analysis. Stresses
Strut-and-tie
Topology optimization
Title Optimal three-dimensional strut-and-tie models for anchorage diaphragms in externally prestressed bridges
URI https://dx.doi.org/10.1016/j.engstruct.2010.03.006
Volume 32
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