Contribution for modelling creep and drying shrinkage of reinforced concrete structures

被引：0

作者：

Witasse, R ^{[1
]}

Georgin, JF ^{[1
]}

Reynouard, JM ^{[1
]}

Berthollet, A ^{[1
]}

Dauffer, D ^{[1
]}

Chauvel, D ^{[1
]}

机构：

[1] Inst Natl Sci Appl, URGC Struct, F-69621 Villeurbanne, France

来源：

DAMAGE AND FRACTURE MECHANICS VI: COMPUTER AIDED ASSESSMENT AND CONTROL | 2000年 / 6卷

关键词：

D O I：

暂无

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A numerical and phenomenological formulation to analyse creep and drying shrinkage of concrete is presented in this paper. Both humidity effects and nonlinear mechanical behaviour of the constitutive materials are taken into account. The effects produced by internal stresses that result from time dependent deformations are finally presented for different concrete specimens and numerical results show good agreement with experimental data.

引用

页码：577 / 586

页数：10

共 15 条

[1] *ACI COMM, 1998, ACI MAN CONCR PRAC 1
[2] ALVAREDO AM, 1993, 5 RILEM INT S CREEP
[3] Bazant Z., 1972, Material and Structures, V5, P3, DOI [DOI 10.1007/BF02479073, 10.1007/BF02479073]
[4] Bazant ZP, 1997, J ENG MECH-ASCE, V123, P1188
[5] BERTHOLLET A, 1999, ETUDE COUPLAGE FLUAG
[6] *CEB FIP, 1990, B INF
[7] ESPION B, 1993, 5 RILEM INT S CREEP
[8] GEORGIN JF, 1998, THESIS INSA LYON
[9] JACCOUD JP, 1982, ANN I TECHNIQUE BATI, V406, P23
[10] Kupfer H., 1969, ACI J, V66, P656, DOI DOI 10.14359/7388

← 1 2 →