Perilaku Stress Rampdoor Jetty Pelabuhan Bumi Harapan Sepaku-IKN Menggunakan LISA FEA V.8.
Perilaku Stress
Kata Kunci:
Defleksi, FEA, LISA, Rampdoor, TeganganAbstrak
Alat berat yang digunakan dalam pekerjaan ini adalah 1 buah crane barge di area laut, dan 2 buah excavator breaker di area bongkar muat material di dermaga Pelabuhan PT MLM yang akan dibongkar. Excavator yang digunakan dalam pekerjaan pembongkaran ini dimobilisasi melalui dermaga terdekat. Sebagai aspek keamanan dan keselamatan agar tidak terjadi apa-apa, maka kondisi rampdoor harus diperhitungkan beban yang akan diderita saat excavator melintasi rampdoor tersebut, apakah kuat atau tidak. Pada penelitian ini, metode pemodelan rampdoor dilakukan dengan menggunakan software finite element analysis dengan LISA FEA V.8 (lisensi) untuk mengetahui kapasitas tegangan dan kemampuan layan dari rampdoor tersebut. Dari hasil pemodelan dan analisis numerik menggunakan analisis elemen hingga LISA FEA V.8 (license) didapatkan beberapa perilaku tegangan dan defleksi yang terjadi akibat beban yang diberikan dengan dua kondisi pemodelan beban dimana kondisi tersebut adalah saat mesin mulai melintasi rampdoor dan saat berada ditengah bentang rampdoor, dapat dilihat bahwa rasio defleksi yang terjadi dari kedua kondisi tersebut adalah sebesar 1.754, dimana defleksi awal saat memasuki rampdoor terjadi defleksi sebesar 0.1231 m pada tengah bentang dan saat mesin berada ditengah bentang menjadi 0.216 m, sedangkan momen yang terjadi berbeda dengan rasio 1.576 dengan 2 kondisi yang sama pada permodelan beban dan rasio tegangan yang terjadi sebesar 0.844.
Referensi
A. W. Efendi, “Modeling of soil subsidence in IKN using numerical analysis of the finite element method LISA V. 8.” researchgate.net, 2020. [Online]. Available: https://www.researchgate.net/profile/Aco-Efendi/publication/367090313_Modeling_of_soil_subsidence_in_IKN_using_numerical_analysis_of_the_finite_element_method_LISA_V8/links/63c0f9964c7e7c4e5125262a/Modeling-of-soil-subsidence-in-IKN-using-numerical-analysis-of-the-finite-element-method-LISA-V8.pdf
A. W. Efendi, “Behavior Analysis of Building Structures After a Fire with FEA LISA V. 8,” Kurva J. Keilmuan Dan Apl. Tek. …, 2022, [Online]. Available: http://ejurnal.untag-smd.ac.id/index.php/TEKNIKD/article/view/6413
J. M. Carbonell, L. Monforte, M. O. Ciantia, M. Arroyo, and ..., “Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions,” … and Geotechnical …. Elsevier, 2022. [Online]. Available: https://www.sciencedirect.com/science/article/pii/S1674775521001943
M. T. Chen and B. Young, “Experimental and numerical investigation on cold-formed steel semi-oval hollow section compression members,” J. Constr. Steel Res., 2018, [Online]. Available: https://www.sciencedirect.com/science/article/pii/S0143974X18301937
A. Recep and S. Sedat, “Investigation of the Consolidation Behavior of Soft Soil Improved with Vertical Drains by Finite Element Method,” Int. J. Eng. Appl. …, 2021, [Online]. Available: https://dergipark.org.tr/en/pub/ijeas/issue/66141/1002115
C. Tong, J. Wu, M. D. Zakari, and Y. Gao, “Hysteretic behavior of a new precast concrete interior beam-to-column joint with a controllable bending moment,” J. Build. Eng., 2022, [Online]. Available: https://www.sciencedirect.com/science/article/pii/S2352710221014157
A. W. Efendi, “Computing steel frame analysis of behavior semi-rigid connection,” Computing. researchgate.net, 2023. [Online]. Available: https://www.researchgate.net/profile/Aco-Efendi/publication/365344223_Computing_steel_frame_analysis_of_behavior_semi-rigid_connection/links/63708e4054eb5f547cca827d/Computing-steel-frame-analysis-of-behavior-semi-rigid-connection.pdf
A. W. Efendi, “PEMODELAN PENURUNAN TANAH DI IBU KOTA NEGARA NUSANTARA MENGGUNAKAN ANALISIS NUMERIK METODE ELEMEN HINGGA LISA V. 8,” PADURAKSA J. Tek. Sipil …, 2023, [Online]. Available: https://www.ejournal.warmadewa.ac.id/index.php/paduraksa/article/view/5643
H. M. Elsanadedy, Y. A. Al-Salloum, M. A. Alrubaidi, and ..., “Finite element analysis for progressive collapse potential of precast concrete beam-to-column connections strengthened with steel plates,” J. Build. …, 2021, [Online]. Available: https://www.sciencedirect.com/science/article/pii/S2352710220335087
T. M. Gondhalekar and S. K. Panigrahi, “Transient Analysis of Railway Sleeper using Three-Dimensional Finite Element Method,” J. Inst. Eng. …, 2021, doi: 10.1007/s40030-021-00582-5.
T. M. Lenkovskiy, V. V. Kulyk, Z. A. Duriagina, L. V. Dzyubyk, and ..., “Finite elements analysis of the side grooved I-beam specimen for mode II fatigue crack growth rates determination,” Journal of Achievements in …. 2018.
A. W. Efendi, “Simulation of fire exposure behavior to building structural elementsusing LISA FEA V.8,” Int. J. Adv. Sci. Comput. Appl., vol. 1, no. 1, pp. 41–50, Mar. 2022, doi: 10.47679/ijasca.v1i1.8.
A. W. Efendi, “Behavior of Railroad Bridge Girders Due to Brake Loads with LISA V. 8 FEA,” … Conf. Railw. Transp. ICORT …, 2023, [Online]. Available: https://www.atlantis-press.com/proceedings/icort-22/125985594
A. W. Efendi and C. Weijia, “Buffer stops behavior due to rail impact loads with LISA FEA,” J. Railw. Transp. Technol., 2023, [Online]. Available: https://jrtt.org/index.php/jrtt/article/view/20
A. W. Efendi, “Modeling of soil subsidence in IKN using numerical analysis of the finite element method LISA V. 8.” researchgate.net, 2020. [Online]. Available: https://www.researchgate.net/profile/Aco-Efendi/publication/367090313_Modeling_of_soil_subsidence_in_IKN_using_numerical_analysis_of_the_finite_element_method_LISA_V8/links/63c0f9964c7e7c4e5125262a/Modeling-of-soil-subsidence-in-IKN-using-numerical-analysis-of-the-finite-element-method-LISA-V8.pdf
I. A. W. Efendi, “Repair analysis of Pinang Bridge oprit subsidence with mortar form using LISA FEA V. 8,” Journal of Research and Inovation in Civil …. researchgate.net, 2022. [Online]. Available: https://www.researchgate.net/profile/Aco-Efendi/publication/364959931_Repair_analysis_of_Pinang_Bridge_oprit_subsidence_with_mortar_form_using_LISA_FEA/links/63612e80431b1f53005fc528/Repair-analysis-of-Pinang-Bridge-oprit-subsidence-with-mortar-form-using-LISA-FEA.pdf
I. EFENDI, “Noise exposure impact zone hue modeling using LISA FEA V. 8,” Tek. J. Ilmu Tek. Dan …, 2022, [Online]. Available: http://journal.stiestekom.ac.id/index.php/TEKNIK/article/view/153
A. W. Efendi, “Desain Kandang Sperma Ideal untuk Sapi menggunakan LISA V. 8 FEA,” J. Sint. Penelit. Sains Terap. Dan …, 2023, [Online]. Available: https://www.jurnal.iik.ac.id/index.php/jurnalsintesis/article/view/71
A. W. Efendi, Y. Do, and N. F. Rachman, “Behavior of Rail Ballast Layer Using Mortar Foam with LISA-FEA,” J. Railw. Transp. …, 2022, [Online]. Available: https://www.jrtt.org/index.php/jrtt/article/view/8
A. W. Efendi, “Behavior of railroad bearing due to temperature and load using LISA FEA,” J. Railw. Transp. Technol., 2022, [Online]. Available: https://jrtt.org/index.php/jrtt/article/view/1
A. W. Efendi and N. Safitri, “Numerical modeling the effect of extreme temperatures on rooms with mortar foam walls using LISA V.8 FEA,” CAFEO 41 Eng. Conf., vol. 41, pp. 28–36.