The present study deals with both the compensation plane method, CPM, and local restraint method, LRM, as alternative methods studying crack risks for early age concrete. It is shown that CPM can be used both for cooling and heating, but basic LRM cannot be applied to heating. This paper presents an improved equivalent restraint method, ERM, which easily can be applied both for usage of heating and cooling for general structures. Restraint curves are given for two different infrastructures, one founded on frictional materials and another on rock. Such curves might be directly applied in design using LRM and ERM.Validerad; 2012; 20121210 (majali)</p
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
Self-induced non-elastic deformations in hardening concrete, caused by restrained volume changes du...
The present study deals with both the compensation plane method, CPM, and local restraint method, LR...
The present study deals with both the compensation plane method, CPM, and local restraint method, LR...
The present study deals with both the compensation plane method, CPM, and local restraint method, LR...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
Self-induced non-elastic deformations in hardening concrete, caused by restrained volume changes du...
The present study deals with both the compensation plane method, CPM, and local restraint method, LR...
The present study deals with both the compensation plane method, CPM, and local restraint method, LR...
The present study deals with both the compensation plane method, CPM, and local restraint method, LR...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
One of the widespread issues in concrete structures is cracks occurring at early age. Cracks that ap...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
It is well known for contractors that due to volume change during the hydration phase in concrete st...
Self-induced non-elastic deformations in hardening concrete, caused by restrained volume changes du...