{"id":20175,"date":"2026-01-27T11:21:31","date_gmt":"2026-01-27T10:21:31","guid":{"rendered":"https:\/\/www.darda.de\/?page_id=20175"},"modified":"2026-06-18T13:34:03","modified_gmt":"2026-06-18T11:34:03","slug":"wide-angle-structural-analysis","status":"publish","type":"page","link":"https:\/\/www.darda.de\/en\/knowledge\/wide-angle-structural-analysis","title":{"rendered":"Wide-angle structural analysis"},"content":{"rendered":"<div class=\"wissen-inhaltsbereich\">\n<p>Wide-angle structural analysis describes a holistic, system-wide view of load-bearing behavior across all construction stages. In deconstruction, during strip-out, in rock excavation, and in tunnel construction, this perspective determines whether load paths remain stable, how internal forces shift, and which sequence of work steps is safe. Anyone who opens concrete structures with concrete demolition shears or separates massive members in a controlled manner using <a href=\"https:\/\/www.darda.de\/en\/product-overview\/hydraulic-rock-and-concrete-splitters\">stone and concrete splitters<\/a> inevitably changes the system boundaries and thus the equilibrium. Wide-angle structural analysis ensures that these interventions are understood and proactively controlled not only locally but within the <em>overall structural system<\/em>. It also clarifies geotechnical-structural interactions, interfaces with temporary works, and the safe management of lifting, transport, and removal phases that follow separation.<\/p>\n<h2>Definition: What is meant by wide-angle structural analysis?<\/h2>\n<p>Wide-angle structural analysis refers to the <strong>globally oriented structural analysis<\/strong> that does not isolate individual details, but considers the entire system including boundary conditions, redundancies, intermediate states, and load redistributions. It integrates:<\/p>\n<ul>\n<li>the sequence of construction and deconstruction phases (temporary states),<\/li>\n<li>the change in supports, stiffnesses, and cross-sections,<\/li>\n<li>the interaction between members, equipment, and surroundings (e.g., vibrations, settlements, rock mass),<\/li>\n<li>the effect of controlled separation and splitting operations on the global equilibrium,<\/li>\n<li><em>contingency states<\/em> for stoppages, reversals, or partial re-supporting.<\/li>\n<\/ul>\n<p>The goal is not only verification of the final state, but the safe guidance of all intermediate states &#8211; especially when concrete demolition shears, stone and concrete splitters, combination shears, multi cutters, steel shears, or tank cutters are used and <a href=\"https:\/\/www.darda.de\/en\/product-overview\/hydraulic-power-units\">hydraulic power units<\/a> provide the required energy. In practice, this implies explicit consideration of load redistribution, staged deactivation of composite action, and clearly defined trigger levels for intervention control.<\/p>\n<h2>Fundamentals and distinction from detailed analysis<\/h2>\n<p>Detail analysis answers local questions: Is the residual load-bearing capacity around a wall opening sufficient? How large are the stresses at the borehole? Wide-angle structural analysis adds the system question: <em>What happens to the structure when this wall opening is created?<\/em> It captures changes in load paths, potential chain reactions (e.g., progressive redistribution), and the influence of temporal sequencing. This determines whether shoring is needed, where temporary props must act, and how separation cuts are laid out so that tipping risks, jamming, or shear redistributions remain controlled. In contrast to purely component-level checks, the wide-angle approach weighs stiffness hierarchy, boundary compliance, and the possibility of secondary load effects that arise only during execution.<\/p>\n<h2>Significance in concrete demolition and specialized deconstruction<\/h2>\n<p>In <a href=\"https:\/\/www.darda.de\/en\/applications\/concrete-demolition-and-special-deconstruction\">concrete demolition and deconstruction<\/a>, interventions rarely act in isolation. Applying a concrete demolition shear to a beam influences deformation paths in the adjacent floor system; a splitting process in a column shifts axial forces to neighboring columns. Wide-angle structural analysis organizes these interactions and minimizes unplanned <strong>load redistributions<\/strong>. For specialized deconstruction, where massive members are released, secured, and removed sequentially, the system-wide view is decisive to avoid buckling risks of slender remaining sections, excitation of vibrations, and boundary-field failures. It further reduces the probability of progressive effects by prescribing pre-unloading, temporary ties, or restraints before primary members are severed.<\/p>\n<h2>Structural modeling across construction stages<\/h2>\n<p>A robust wide-angle structural analysis reflects the real sequence of interventions. This includes:<\/p>\n<ol>\n<li>Definition of initial boundary conditions (supports, restraints, prestress, residual stresses)<\/li>\n<li>Specification of intervention order (strip-out, separation cuts, splitting points, lifting and securing measures)<\/li>\n<li>Simulation of stiffness changes (member removal, cracking, unloading)<\/li>\n<li>Assessment of possible alternative load paths (shoring, needling, auxiliary structures)<\/li>\n<li>Verification of deformations and internal forces in every phase<\/li>\n<li>Definition of hold points, criteria for proceeding or pausing, and fallback states if readings exceed limits<\/li>\n<\/ol>\n<h3>Intermediate states and stability<\/h3>\n<p>Critical combinations of self-weight, residual loads, and eccentricities often arise in intermediate states. Concrete demolition shears produce local cross-section reductions; stone and concrete splitters initiate controlled separation planes. In the wide-angle view, these interventions must be coordinated so that no uncontrolled rotations, overturning moments, or torsion occur. Where nonlinearity or second-order effects are relevant, stability checks must be staged and include the degradation of stiffness due to cracking and partial de-tensioning.<\/p>\n<h3>Boundary conditions and supports<\/h3>\n<p>Temporary supports or shoring change the system behavior. A correctly chosen auxiliary support reduces deformations but can also redirect loads unintentionally. Wide-angle structural analysis checks this interaction in advance. Load introduction, settlement compatibility, and slip at interfaces must be defined to avoid unintended restraint forces.<\/p>\n<\/p>\n<h2>Tools and intervention types in the system context<\/h2>\n<p>Tools act both statically and dynamically. Their selection is not merely equipment know-how but part of system control:<\/p>\n<ul>\n<li><strong>Concrete demolition shears<\/strong>: shear and crush concrete cross-sections; they provide controlled but local cross-section losses and can trigger redistributions.<\/li>\n<li><strong>Stone and concrete splitters<\/strong>: create defined splitting lines; they decouple members without impact energy and are helpful when vibration limits are required.<\/li>\n<li>Stone splitting cylinders, combination shears, multi cutters, steel shears, tank cutters: they address material and task diversity from reinforcing steel to shell plates, always influencing stiffness and load paths.<\/li>\n<li><strong>Hydraulic power packs<\/strong>: control forces and flow rates; metering capability influences speed, force peaks, and thus the risk of unintended vibration excitation.<\/li>\n<\/ul>\n<h3>Dynamic effects<\/h3>\n<p>Even if many interventions are planned quasi-statically, short-term impulses arise: incipient cracks, snap failures of reinforced concrete, or the release of bonded interfaces. Wide-angle structural analysis evaluates these effects on the overall structure and defines limits for feed, stroke, and pressure build-up. Where necessary, frequency content and damping of the remaining system are estimated to prevent resonance with sensitive members or equipment.<\/p>\n<\/p>\n<h2>Strip-out and cutting: sequence and cut layout<\/h2>\n<p>During strip-out, non-load-bearing elements are removed, yet their mass often provides bracing or damping. Wide-angle structural analysis considers:<\/p>\n<ul>\n<li>cut layout to avoid eccentric loading of remaining fields,<\/li>\n<li>separation of tension and compression struts in a clear sequence,<\/li>\n<li>targeted unloading before opening load-bearing zones,<\/li>\n<li>fail-safe segmentation so that partial releases remain controllable.<\/li>\n<\/ul>\n<p>Combination shears, multi cutters, and steel shears separate reinforcement and steel members &#8211; in the model it must be checked when load-bearing composite action ends and whether alternative paths (e.g., temporary hangers) are available. Cut tolerances, kerf effects, and the timing of reinforcement release require explicit allowance in the sequence.<\/p>\n<h2>Rock excavation and tunneling: systemic view in the rock mass<\/h2>\n<p>In rock, work proceeds in a mass with joints, layering, and friction angles. Stone and concrete splitters and stone splitting cylinders create defined separation planes. Wide-angle structural analysis considers:<\/p>\n<ul>\n<li>interaction of splitting lines with existing joints,<\/li>\n<li>unloading effects and possible block displacements,<\/li>\n<li>bracing along drifts, crowns, and abutments,<\/li>\n<li>face stability, convergence behavior, and the influence of groundwater where relevant.<\/li>\n<\/ul>\n<p>The global view defines the order in which blocks are released without weakening arch and shell action in the tunnel cross-section. Where support classes are staged, compatibility with excavation advance and splitter-induced release must be ensured.<\/p>\n<h2>Natural stone extraction: geometry, remaining ligament, and fracture lines<\/h2>\n<p>In natural stone extraction, splitting axes orient the fracture surface. Wide-angle structural analysis checks how large the remaining ligament must be to carry self-weight and lever arms, and when additional securing is sensible. This avoids brittle-dynamic fracture and safeguards the quality of recovered blocks. Edge distances, bedding planes, and anisotropy are factored in to prevent uncontrolled spalling during lift-out.<\/p>\n<h2>Special operations: limited access and sensitive existing structures<\/h2>\n<p>In special operations &#8211; such as in constrained inner-city sites, adjacent to sensitive facilities, or in heritage-relevant buildings &#8211; vibrations and noise must be minimized. Stone and concrete splitters and concrete demolition shears enable controlled interventions. Wide-angle structural analysis ensures that lowering point energy does not cause unwanted system effects elsewhere. Acceptance thresholds for noise and vibration are integrated into the sequence so that compliance remains verifiable during execution.<\/p>\n<h2>Measurement, monitoring, and control<\/h2>\n<p>Measured values close the gap between model and reality. Sensible are:<\/p>\n<ul>\n<li>deformation measurements on key members,<\/li>\n<li>monitoring of crack widths and crack propagation,<\/li>\n<li>control of pressure, stroke, and flow at hydraulic power packs,<\/li>\n<li>vibration measurements on existing members,<\/li>\n<li>trigger levels and stop-work criteria linked to decision trees.<\/li>\n<\/ul>\n<h3>Feedback into the model<\/h3>\n<p>Wide-angle structural analysis is adaptive: measurement data feed the assessment, and step sequences are adjusted as needed. This keeps system stability secure despite unavoidable scatter in material and existing conditions. Documentation of readings, decisions, and resulting parameter updates supports traceability and continuous improvement.<\/p>\n<\/p>\n<h2>Safety principles in the global context<\/h2>\n<p>Safety results from foresight. General principles:<\/p>\n<ul>\n<li>Release only as much as can be held safely,<\/li>\n<li>Create redundancies before primary load paths are interrupted,<\/li>\n<li>Keep lever arms short, avoid eccentricities,<\/li>\n<li>Calm, metered force application instead of impulsive interventions,<\/li>\n<li>Clearly defined communication and exclusion zones,<\/li>\n<li>Plan for reversibility where practical: ability to re-support or backfill interim states.<\/li>\n<\/ul>\n<p>These notes are general in nature and do not replace project-specific planning or verification. Boundary conditions, loads, and permissible deformations must be defined explicitly for each project phase.<\/p>\n<h2>Sequencing plan for deconstruction<\/h2>\n<p>A robust sequence combines engineering and analysis:<\/p>\n<ol>\n<li>Survey: as-built, supports, composite action, reinforcement, material states<\/li>\n<li>Modeling: system states, stiffnesses, loads, construction stages<\/li>\n<li>Sequence: strip-out, pre-shoring, separation cuts, splitting points<\/li>\n<li>Execution: controlled interventions with concrete demolition shears or stone and concrete splitters, coordinated with hydraulic power packs<\/li>\n<li>Monitoring: measure, evaluate, adapt<\/li>\n<li>Clearing: unloading and safe removal of released parts<\/li>\n<\/ol>\n<h3>Quality attributes<\/h3>\n<p>Consistency of models, traceability of assumptions, and documented limits for forces, displacements, and vibrations are key quality attributes of a wide-angle plan. Additional hallmarks include clear hold points, defined roles and communication paths, and version-controlled method statements aligned with measured performance.<\/p>\n<\/p>\n<h2>Typical error patterns and prevention<\/h2>\n<p>Common causes of problems include:<\/p>\n<ul>\n<li>local interventions without system verification (e.g., cutting tension chords before unloading),<\/li>\n<li>lack of shoring with cross-section loss,<\/li>\n<li>overlooking restraints (e.g., masonry composite action, fixity),<\/li>\n<li>feed rates that are too high: force peaks, crack propagation, vibration excitation,<\/li>\n<li>neglecting second-order effects after member removal or partial release.<\/li>\n<\/ul>\n<p>Prevention is achieved through a wide-angle model, defined limits, and finely metered hydraulic control. Peer review of the sequence and walk-throughs on site further reduce residual risk.<\/p>\n<h2>Material and interface knowledge<\/h2>\n<p>Concrete is prone to cracking and brittle in tension; reinforcement carries tensile forces but can suddenly be released when the cross-section is separated. Steel is ductile, yet remaining fields can become unstable. Rock responds anisotropically along joints. Wide-angle structural analysis integrates these properties and determines splitting orientation, cut sequence, and securing points &#8211; particularly when concrete demolition shears or stone and concrete splitters are the decisive separation tools. Interface behavior (bond, friction, dowel action) and its staged reduction are modeled to avoid hidden restraint forces.<\/p>\n<h2>Sustainability and resource conservation<\/h2>\n<p>A system-wide plan reduces over-demolition, avoids emergency shoring, and minimizes energy use. Selective separation cuts and controlled splitting lines promote single-grade material flows. This is structurally sensible and simultaneously improves the recyclability of materials. By avoiding unnecessary impact energy and rework, execution time and emissions decrease while the protection of adjacent structures increases.<\/p>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Wide-angle structural analysis describes a holistic, system-wide view of load-bearing behavior across all construction stages. In deconstruction, during strip-out, in rock excavation, and in tunnel construction, this perspective determines whether load paths remain stable, how internal forces shift, and which sequence of work steps is safe. Anyone who opens concrete <a class=\"moretag\" href=\"https:\/\/www.darda.de\/en\/knowledge\/wide-angle-structural-analysis\">read more&#8230;<\/a><\/p>\n","protected":false},"author":9,"featured_media":0,"parent":14846,"menu_order":0,"comment_status":"open","ping_status":"open","template":"tmpl\/template-wissen.php","meta":{"_acf_changed":false,"footnotes":"","_members_access_role":[],"_members_access_error":""},"class_list":["post-20175","page","type-page","status-publish","hentry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Wide-Angle Structural Analysis in Construction<\/title>\n<meta name=\"description\" content=\"Use wide-angle structural analysis for structural engineering \u2713 safe deconstruction &amp; tunneling, stable load paths.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link 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