PELATIHAN PEMBUATAN KEMASAN PRODUK UMKM DI KENTENG KEMBANG NAGGULAN KULON PROGO

 Usaha mitra mengolah aloevera menjadi produk minuman yang dikemas dalam botol plastik ukuran 330 ml dan gelas plastik ukuran 130 ml dirintis oleh mitra sejak tahun 2019. Usia usaha ini masih sangat muda dan masih banyak upaya perbaikan dan pengembangan untuk meningkatkan usaha ini menjadi lebih besar. Pengabdian ini bertujuan untuk memberikan wawasan yang lebih luas kepada mitra usaha produk minuman dalam kemasan dengan bahan baku aloevera merek dagang Bang Mee untuk meningkatkan produkstivitas yang lebih baik. Kegiatan pengabdian dilakukan pada tanggal 19 dan 23 Februari 2021 dari pukul 13.00 – 17.30 wib. Lokasi kegiatan dilaksanakan di Dusun Kenteng, Desa Kembang, Kecamatan Nanggulan, Kulon Progo, Daerah Istimewa Yogyakarta. Metode kegiatan pengabdian dilaksanakan dalam bentuk sarasehan dan ramah tamah yang fokus pada kemasan dan packing produk. Tim pengabdian terdiri dari satu dosen dan tiga mahasiswa. Hasil kegiatan pengabdian ini menjelaskan bahwa usaha minuman dalam kemasan dengan bahan baku aloevera memiliki prospek bisnis yang bagus diwaktu mendatang. Faktor-faktor yang perlu ditindaklanjuti untuk dikembangkan antara lain: 1) memperbaiki stiker yang akan ditempel pada kemasan botol plastik dan gelas plastik, 2) membuat packing untuk kemasan botol plastik dan gelas plastik yang berisi enam botol/gelas plastik setiap packingnya, 3) membuat legalitas izin proses produksi dari dinas dan label halal dari MUI. 4) strategi promosi untuk meningkatkan volume penjualan

Influence of interface zone behaviour in reinforced concrete under tension loading: an analysis based on modelling and digital image correlation

The problem of durability in reinforced concrete structures is a major case of concern nowadays. The problem of leakage due to cracking phenomena in critical structures such as nuclear power plants is specifically significant. In these structures, the number of cracks, their distribution and opening are needed to predict leakage possibilities. These variables depend on both the behaviour law of concrete and the behaviour law of steel-concrete interface. This article intends to compare experimental and modelling results focusing on interface zone between concrete and steel reinforcement. The first step consists in performing tests to capture behaviour of reinforced concrete prismatic elements subjected to pure tension. Crack opening along these structures is investigated by using digital image correlation (DIC), which allows the observation of crack propagation during loading. Next, the tension test of reinforced concrete is modelled in two different ways. Firstly, the connection zone between concrete and steel bar is assumed to be perfect (none-sliding connection). Then, a hypothesis of interface zone model between these two materials which allows plastic sliding [1], is considered. An orthotropic model of concrete based on plasticity and damage theories is used for this modelling. The model is able to predict crack opening and manage its reclosure [2]. Finally, results of the test are compared to the both modelling. A discussion concerning the need of interface model finishes this paper

Influence of Interface Zone Behaviour in Reinforced Concrete Under Tension Loading: An Analysis Based on Modelling and Digital Image Correlation

WOS:000380573600012International audienceThe problem of durability in reinforced concrete structures is a major case of concern nowadays. The problem of leakage due to cracking phenomena in critical structures such as nuclear power plants is specifically significant. In these structures, the number of cracks, their distribution and opening are needed to predict leakage possibilities. These variables depend on both the behaviour law of concrete and the behaviour law of steel-concrete interface. This article intends to compare experimental and modelling results focusing on interface zone between concrete and steel reinforcement. The first step consists in performing tests to capture behaviour of reinforced concrete prismatic elements subjected to pure tension. Crack opening along these structures is investigated by using digital image correlation (DIC), which allows the observation of crack propagation during loading. Next, the tension test of reinforced concrete is modelled in two different ways. Firstly, the connection zone between concrete and steel bar is assumed to be perfect (none-sliding connection). Then, a hypothesis of interface zone model between these two materials which allows plastic sliding [1], is considered. An orthotropic model of concrete based on plasticity and damage theories is used for this modelling. The model is able to predict crack opening and manage its reclosure [2]. Finally, results of the test are compared to the both modelling. A discussion concerning the need of interface model finishes this paper

Influence of Interface Zone Behaviour in Reinforced Concrete Under Tension Loading: An Analysis Based on Modelling and Digital Image Correlation

WOS:000380573600012International audienceThe problem of durability in reinforced concrete structures is a major case of concern nowadays. The problem of leakage due to cracking phenomena in critical structures such as nuclear power plants is specifically significant. In these structures, the number of cracks, their distribution and opening are needed to predict leakage possibilities. These variables depend on both the behaviour law of concrete and the behaviour law of steel-concrete interface. This article intends to compare experimental and modelling results focusing on interface zone between concrete and steel reinforcement. The first step consists in performing tests to capture behaviour of reinforced concrete prismatic elements subjected to pure tension. Crack opening along these structures is investigated by using digital image correlation (DIC), which allows the observation of crack propagation during loading. Next, the tension test of reinforced concrete is modelled in two different ways. Firstly, the connection zone between concrete and steel bar is assumed to be perfect (none-sliding connection). Then, a hypothesis of interface zone model between these two materials which allows plastic sliding [1], is considered. An orthotropic model of concrete based on plasticity and damage theories is used for this modelling. The model is able to predict crack opening and manage its reclosure [2]. Finally, results of the test are compared to the both modelling. A discussion concerning the need of interface model finishes this paper

Influence of interface zone behaviour in reinforced concrete under tension loading: an analysis based on modelling and digital image correlation

The problem of durability in reinforced concrete structures is a major case of concern nowadays. The problem of leakage due to cracking phenomena in critical structures such as nuclear power plants is specifically significant. In these structures, the number of cracks, their distribution and opening are needed to predict leakage possibilities. These variables depend on both the behaviour law of concrete and the behaviour law of steel-concrete interface. This article intends to compare experimental and modelling results focusing on interface zone between concrete and steel reinforcement. The first step consists in performing tests to capture behaviour of reinforced concrete prismatic elements subjected to pure tension. Crack opening along these structures is investigated by using digital image correlation (DIC), which allows the observation of crack propagation during loading. Next, the tension test of reinforced concrete is modelled in two different ways. Firstly, the connection zone between concrete and steel bar is assumed to be perfect (none-sliding connection). Then, a hypothesis of interface zone model between these two materials which allows plastic sliding [1], is considered. An orthotropic model of concrete based on plasticity and damage theories is used for this modelling. The model is able to predict crack opening and manage its reclosure [2]. Finally, results of the test are compared to the both modelling. A discussion concerning the need of interface model finishes this paper

Identifikasi Service Blueprint di Desa Wisata Kebontunggul (Lembah Mbencirang), Kecamatan Gondang, Kabupaten Mojokerto

This study aims to comprehend the actual conditions of business processes and to identify service blueprints in the Kebon Tunggul Tourism Village "Lembah Mbencirang" by analyzing their business activities and service flows to visitors. This research is community-based research (CBR) conducted using the Participatory Action Research (PAR) approach. It resulted in the findings that there were various internal problems related to management during 2017-2020, especially related to the accountability and transparency of budget management in addition to more fundamental issues regarding tourist attraction management, such as the absence of an organizational structure, no clear division of staff duties, and the nonappearance of a standardized service flow. We concluded that basically, the business processes in the Lembah Mbencirang can be grouped into two, the first is the package tour services, and the second is the general visitors' services. As a tourism product which is essentially a service product, service blueprint is very significant as an effort to understand the service experience from the perspective of the customer, which in this context was not previously owned by the manager. The service blueprint generated from this study can identify the existence of various service processes so that all staff can cognize the context and conditions of their duties in a more holistic customer service perspective