Fig. 23
From: Experimental and numerical study on post-fire self-healing concrete for enhanced durability
Temperature contours in the FE model for EC_CBC_10 and ECC_CP_10 samples.
Fig. 23 | Scientific Reports
From: Experimental and numerical study on post-fire self-healing concrete for enhanced durability
Temperature contours in the FE model for EC_CBC_10 and ECC_CP_10 samples.
