| ³í¹®¸í |
»ý¼ºÇü AI ±â¹ÝÀÇ ¸Ó½Å·¯´×À» ÅëÇÑ ±»Áö ¾ÊÀº ÄÜÅ©¸®Æ®ÀÇ ¹°¼º ¿¹Ãø ¼º´É ºÐ¼® / Predictive Modeling of Fresh Concrete Rheological Parameters Through Based on Generative Adversarial Networks |
| ÀúÀÚ¸í |
À̰Çõ(Lee, Kang-Hyeok) ; ÀÌÀ¯Á¤(Lee, Yu-Jeong) ; ÀÓ¿µÁÖ(Lim, Young-Ju) ; Çѵ¿¿±(Han, Dong-Yeop) |
| ¼ö·Ï»çÇ× |
Çѱ¹°ÇÃà½Ã°øÇÐȸ ³í¹®Áý, Vol.25 No.2 (2025-04) |
| ÆäÀÌÁö |
½ÃÀÛÆäÀÌÁö(137) ÃÑÆäÀÌÁö(12) |
| ÁÖÁ¦¾î |
¸Ó½Å·¯´×; »ý¼ºÇü ÀΰøÁö´É; ÄÜÅ©¸®Æ®; ½½·³ÇÁ Ç÷Î; ·¹¿Ã·ÎÁö ; machine learning; generative AI; concrete; slump flow; rheology |
| ¿ä¾à1 |
º» ¿¬±¸¿¡¼´Â »ý¼ºÇü AI¸¦ ÀÌ¿ëÇÏ¿© ¸Ó½Å·¯´× ¾Ë°í¸®ÁòÀ» ÀÛ¼ºÇÏ¿© ±»Áö ¾ÊÀº ÄÜÅ©¸®Æ®ÀÇ ½½·³ÇÁ Ç÷Π¹× ¹èÇÕ ¿ä¼Ò¸¦ ÅëÇØ ±»Áö ¾ÊÀº ÄÜÅ©¸®Æ®ÀÇ ·¹¿Ã·ÎÁö Á¤¼ö¸¦ ¿¹ÃøÇϰíÀÚ ÇÏ¿´´Ù. ÀÌ¿¡ µû¶ó »ý¼ºÇü AI¸¦ ÀÌ¿ëÇØ ÀÛ¼ºµÈ ¸Ó½Å·¯´× ¾Ë°í¸®Áò ÀÇ ¿¹Ãø ¼º´ÉÀ» ºÐ¼®Çϰí Àΰ£ ÇÁ·Î±×·¡¸Ó°¡ Á÷Á¢ ÀÛ¼ºÇÑ ¸Ó½Å·¯´× ¾Ë°í¸®Áò°ú ºñ±³ÇÏ¿´´Ù. ¿¬±¸ °á°ú »ý¼ºÇü AI¸¦ ÅëÇØ ÀÛ ¼ºµÈ ¾Ë°í¸®ÁòÀÇ °æ¿ì ÃæºÐÈ÷ ·¹¿Ã·ÎÁö Á¤¼ö¸¦ ¿¹ÃøÇÒ ¼ö ÀÖÀ» °ÍÀ¸·Î ÆÇ´ÜµÇÁö¸¸ Àΰ£ ÇÁ·Î±×·¡¸Ó°¡ ÀÛ¼ºÇÑ ¾Ë°í¸®Áò°ú ºñ ±³ÇÏ¿´À» ¶§ ¿ÀÂ÷ ÁöÇ¥°¡ ´õ ³ô¾Æ Àΰ£ÀÌ ÀÛ¼ºÇÑ °æ¿ìº¸´Ù Á¤È®¼ºÀÌ Á» ´õ ¶³¾îÁö´Â °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù. |
| ¿ä¾à2 |
This investigation evaluates the predictive capacity of machine learning algorithms generated through generative artificial intelligence(AI) methodologies for determining rheological indices of fresh cementitious composites based on slump flow characteristics and mixing parameters. A comparative analysis was conducted between AI-generated algorithmic models and those manually formulated by human programmers to assess relative predictive efficacy. Empirical findings indicate that while the AI-generated algorithms demonstrate functional capability in predicting rheological indices of fresh concrete, they exhibit elevated error metrics relative to human-developed algorithmic models, suggesting diminished predictive accuracy. This comparative performance differential provides valuable insights into the current limitations of generative AI in developing high-precision predictive models for complex non-linear rheological behavior in cementitious systems. |