| 000 | 01128cam a2200205 4500 | ||
|---|---|---|---|
| 001 | ##L131870 | ||
| 008 | 051213n2002 000 0 eng u | ||
| 020 | _a1860815936 | ||
| 035 | _a(Sirsi) u131870 | ||
| 041 | 0 | _aeng | |
| 050 | 0 | 4 | _a693.5 $2 18 |
| 100 | 1 | _aClayton, N. | |
| 245 | 0 | 0 | _aVolumetric strain of concrete, under uniaxial compression, with reference to sustained loading and high grade concrete |
| 260 |
_aLondon _BRE _c2002 |
||
| 300 |
_a6p _bdiagrams, graphs, tables _c30cm |
||
| 490 | 0 |
_aBRE Information Paper _vIP 15/02 |
|
| 520 | _aReports on the results of uniaxial compression tests carried out on concrete prisms of various grades. Volumetric strain was calculated by measuring axial and lateral strains. Applied stress at minimum volume was compared with the long-term strength of concrete under sustained loading. Results were also used to investigate the power curve for stress-strain relationships. Simple formulae for initial stiffness and Poisson's ratio were obtained. | ||
| 690 | _aBUILT ENVIRONMENT-BUILDING MATERIALS-CEMENTITIOUS, CONCRETE AND MINERAL BOUND MATERIALS-CONCRETE | ||
| 942 | _n0 | ||
| 999 |
_c104886 _d104886 |
||