题名: |
Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes |
其他题名: |
Belarbi,A.,and Hsu,T.T.C.(1994)."Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete."Struct.J.Am.Concr.Inst.,91(4),465-474. |
正文语种: |
英文 |
作者: |
L. F. A. Bernardo |
关键词: |
Membrane elements;Shear;Prestressed concrete;Efficient solution procedure;Softened truss model;Rotating-angle softened truss model (RA-STM) |
摘要: |
This article presents a refinement of the rotating-angle softened truss model (RA-STM) for prestressed concrete (PC) membrane elements. To refine the RA-STM, an efficient solution procedure to solve the set of nonlinear equations is presented. Appropriate average stress-strain relationships for concrete and steel bars are also used in the solution procedure. The theoretical results obtained from the refined RA-STM are compared with some experimental results found in the literature and also with the original RA-STM. It is shown that the refined RA-STM captures better the behavior of PC membrane elements under shear and also predicts better the shear strength. |
出版年: |
2018 |
论文唯一标识: |
P-26Y2018V144N06009 |
英文栏目名称: |
TECHNICAL PAPERS |
doi: |
10.1061/(ASCE)ST.1943-541X.0002044 |
期刊名称: |
Journal of Structural Engineering |
拼音刊名(出版物代码): |
P-26 |
卷: |
144 |
期: |
06 |
页码: |
99-110 |