Parametric Analysis of a Numerical Model for Guadua angustifolia Frames using finite element method

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This preprint studies the structural behavior of Guadua angustifolia bamboo frames subjected to lateral loads, using 18 finite-element numerical models in ANSYS APDL. It systematically varies two connection types, three roof inclination angles (20°, 25°, 30°), and three frame aspect ratios (L/H = 1.4, 1.5, 1.6), modeling bamboo with PIPE288 elements and connectors with COMBIN14 elements and applying lateral forces from 5 to 20 kN in 5 kN increments. The highest lateral stiffness (0.2461 mm) occurs for aspect ratio 1.6 with a 30° roof, and stiffness improves with increasing roof inclination and slenderness. A major caveat is that the work relies on numerical modeling with mechanical properties taken from another research source and is not peer reviewed. The paper does not explicitly discuss endometriosis or adenomyosis; it was included in the corpus via a keyword match in the upstream search index.

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Abstract

Abstract Guadua angustifolia has established as a sustainable material with high potential for low-rise rural constructions, especially in seismic regions. This study investigates the structural behaviour of bamboo frames under lateral loads, aiming to provide technical criteria for the design of rural housing. A total of 18 numerical models were developed in ANSYS APDL, combining two types of connections, three roof inclination angles (20°, 25°, 30°), and three aspect ratios (L/H = 1.4, 1.5, 1.6). PIPE288 elements were used for the bamboo, and COMBIN14 elements for the connectors. Mechanical properties were obtained from another research. The applied lateral loads ranged from 5 to 20 kN in increments of 5 kN. The model with an aspect ratio of 1.6 and a 30° inclined roof showed the highest lateral stiffness (0.2461 mm). Improved structural performance was observed with increasing inclination and slenderness of the frame. The results support the use of Guadua angustifolia as an efficient and sustainable construction solution for rural contexts, promoting the use of local materials and resilience to seismic events.
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Parametric Analysis of a Numerical Model for Guadua angustifolia Frames using finite element method | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Short Report Parametric Analysis of a Numerical Model for Guadua angustifolia Frames using finite element method Jaime Andrés Riaño, Bregy Choque This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-8087449/v1 This work is licensed under a CC BY 4.0 License Status: Under Review Version 1 posted 4 You are reading this latest preprint version Abstract Guadua angustifolia has established as a sustainable material with high potential for low-rise rural constructions, especially in seismic regions. This study investigates the structural behaviour of bamboo frames under lateral loads, aiming to provide technical criteria for the design of rural housing. A total of 18 numerical models were developed in ANSYS APDL, combining two types of connections, three roof inclination angles (20°, 25°, 30°), and three aspect ratios (L/H = 1.4, 1.5, 1.6). PIPE288 elements were used for the bamboo, and COMBIN14 elements for the connectors. Mechanical properties were obtained from another research. The applied lateral loads ranged from 5 to 20 kN in increments of 5 kN. The model with an aspect ratio of 1.6 and a 30° inclined roof showed the highest lateral stiffness (0.2461 mm). Improved structural performance was observed with increasing inclination and slenderness of the frame. The results support the use of Guadua angustifolia as an efficient and sustainable construction solution for rural contexts, promoting the use of local materials and resilience to seismic events. Guadua Angustifolia frames numerical modelling seismic behaviour sustainable construction parametric analysis Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Under Review Version 1 posted Editorial decision: Revision requested 01 Dec, 2025 Editor assigned by journal 21 Nov, 2025 Submission checks completed at journal 21 Nov, 2025 First submitted to journal 11 Nov, 2025 You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. 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