Concrete plasticity in structural design practice

被引：1

作者：

Gurley, C. ^{[1
]}

机构：

[1] Univ Technol Sydney, TAFENSW Civil Engn, Ultimo, NSW 2007, Australia

来源：

MAGAZINE OF CONCRETE RESEARCH | 2008年 / 60卷 / 08期

关键词：

D O I：

10.1680/macr.2008.00040

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a view of the state of concrete plasticity as seen by a retired consulting engineer/structural designer. The author discovered the 'bimoment' method for the design of torsion-free Hillerborg slabs using upper bound collapse mechanism methods. He has also provided collapse mechanisms for plane-stress problems including shear in ordinary beams where longitudinal and transverse reinforcement may both be yielding.

引用

页码：623 / 632

页数：10

共 24 条

[1] [Anonymous], 1975, STRIP METHOD DESIGN
[2] [Anonymous], MORL S CONCR PLAST I
[3] Baker J., 1969, PLASTIC DESIGN FRAME, V1
[4] BRAESTRUP M, 1982, 10 LECT CONCRETE PLA
[5] LIMIT ANALYSIS FOR PLATES - EXACT SOLUTION FOR A CLAMPED SQUARE PLATE OF ISOTROPIC HOMOGENEOUS MATERIAL OBEYING SQUARE YIELD CRITERION AND LOADED BY UNIFORM PRESSURE
FOX, EN
[J]. PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1974, 277 (1265): : 121 - 155
[6] Gurley C., 2007, MORL S CONCR PLAST I
[7] Gurley C. R., 1982, J CONSTRUCTIONAL STE, V2, P22
[8] BIMOMENT EQUILIBRIUM OF FINITE SEGMENTS OF HILLERBORG PLATE
GURLEY, CR
[J]. MAGAZINE OF CONCRETE RESEARCH, 1979, 31 (108) : 142 - 150
[9] GURLEY CR, 2007, AEES 2007 AUSTR EART
[10] GURLEY CR, 2008, 2008 NZSEE C WAIR

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