Full-Scale Torsion, Shear, and Bending Tests of Prestressed I-Girders

A. N. Wyss; Alan H. Mattock

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Full-Scale Torsion, Shear, and Bending Tests of Prestressed I-Girders

机译：预应力工字梁的全尺寸扭转，剪切和弯曲试验

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align="left">Based on full-scale tests and a theoretical analysis, the authors propose a possible form of interaction diagram for the design of eccentrically prestressed concrete I-girders.

机译：align =“ left”>基于全面测试和理论分析，作者提出了一种可能的相互作用图形式，用于偏心预应力混凝土工字梁的设计。

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《PCI journal》 |1978年第2期|共页
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A. N. Wyss; Alan H. Mattock;
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2. Discussion of "Development Length Tests of Full-Scale Prestressed Self-Consolidating Concrete Box and I-Girders" by Bassem Andrawes, Andrew Pozolo, and Zhe Chen [J] . Marti-Vargas Jose R. Journal of bridge engineering . 2015,第4期

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3. Web breathing of full-scale slender I-girders subjected to combined action of bending and shear [J] . R. Crocetti Journal of Constructional Steel Research . 2003,第3期

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Full-Scale Torsion, Shear, and Bending Tests of Prestressed I-Girders

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