| contributor author | Ananth Ramaswamy | |
| contributor author | F. Barzegar | |
| contributor author | G. Z. Voyiadjis | |
| date accessioned | 2017-05-08T20:55:48Z | |
| date available | 2017-05-08T20:55:48Z | |
| date copyright | December 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A12%281773%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32146 | |
| description abstract | A new postcracking formulation for concrete, along with both implicit and explicit layering procedures, is used in the analysis of reinforced-concrete (RC) flexural and torsional elements. The postcracking formulation accounts for tension stiffening in concrete along the rebar directions, compression softening in cracked concrete based on either stresses or strains, and aggregate interlock based on crack-confining normal stresses. Transverse shear stresses computed using the layering procedures are included in material model considerations that permit the development of inclined cracks through the RC cross section. Examples of a beam analyzed by both the layering techniques, a torsional element, and a column-slab connection region analyzed by the implicit layering procedure are presented here. The study highlights the primary advantages and disadvantages of each layering approach, identifying the class of problems where the application of either procedure is more suitable. | |
| publisher | American Society of Civil Engineers | |
| title | Study of Layering Procedures in Finite-Element Analysis of RC Flexural and Torsional Elements | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:12(1773) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012 | |
| contenttype | Fulltext | |
