Assessment of damaged post-tensioning tendons

被引：1

作者：

Vill, Markus ^{[1
]}

Eichinger, Eva M. ^{[2
]}

Kollegger, Johann ^{[3
]}

机构：

[1] ÖBB Bridge Department, Vienna, Austria

[2] Ministry of Transport, Vienna, Austria

[3] Institute for Structural Engineering, Vienna University of Technology, Austria

来源：

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE) | 2006年 / 16卷 / 01期

关键词：

Tendons;

D O I：

10.2749/101686606777962648

中图分类号：

学科分类号：

摘要：

引用

页码：44 / 48

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[2] LARGE POST-TENSIONING TENDONS
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[J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1972, 17 (03): : 14 - &
[3] LARGE POST-TENSIONING TENDONS
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[J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1972, 17 (06): : 70 - 71
[4] Specifications for Unbonded Post-Tensioning Tendons
[J]. 1600, American Concrete Institute (38):
[5] Realistic assessment of damaged post-tensioning tendons for the conservation of existing bridges within the road and railway stock
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[J]. IABSE CONFERENCE NEW DELHI, INDIA 2005: ROLE OF STRUCTURAL ENGINEERS TOWARDS REDUCTION OF POVERTY, 2005, : 149 - 156
[6] Limits of elongation variation of tendons in post-tensioning
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[7] Post-tensioning of glulam timber with steel tendons
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[J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 73 : 426 - 433
[8] REALISTIC REQUIREMENTS FOR UNBONDED POST-TENSIONING TENDONS
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[J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1970, 15 (01): : 50 - &
[9] PROTECTING POST-TENSIONING TENDONS IN CONCRETE STRUCTURES
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[J]. CIVIL ENGINEERING, 1982, 52 (12): : 43 - 45
[10] REALISTIC REQUIREMENTS FOR UNBONDED POST-TENSIONING TENDONS
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[J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1971, 16 (01): : 63 - &