Long‐term deformation analysis of non‐cracked PC members using flexural constitutive model and design methods
In this paper, an attempt has been made to extend application of the recently proposed Flexural constitutive model to long‐term deformation analysis of prestressed concrete members. The effect of non‐linear time effects of creep and shrinkage are taken into account. Effective modulus method is used...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Vilnius Gediminas Technical University
2006-06-01
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| Series: | Technological and Economic Development of Economy |
| Subjects: | |
| Online Access: | http://www.mla.vgtu.lt/index.php/TEDE/article/view/7981 |